=========================================================================== ________ _________ _______ __ _________ | |\ | |\ | \\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |_________// |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S version 3.4.0 FEBio is a registered trademark. copyright (c) 2006-2021 - All rights reserved =========================================================================== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0 Setting parameter "scale" to : 0 Setting parameter "scale" to : 0 FILES USED =========================================================================== Input file : /hpc/skhu770/20210730_03newGeo00015_BC.feb Plot file : /hpc/skhu770/20210730_03newGeo00015_BC.xplt Log file : /hpc/skhu770/20210730_03newGeo00015_BC.log MESH INFO =========================================================================== Number of materials ............................ : 3 Number of domains .............................. : 56 Number of nodes ................................ : 919915 Number of solid elements ....................... : 791893 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 10 Time step size ................................. : 0.1 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 0.01 Maximum allowable step size .................. : 0.5 Number of load controllers ..................... : 4 SOLVER PARAMETERS =========================================================================== symmetric_stiffness ............................... : 1 equation_scheme ................................... : 0 equation_order .................................... : 0 optimize_bw ....................................... : 0 lstol ............................................. : 0.9 lsmin ............................................. : 0.01 lsiter ............................................ : 5 max_refs .......................................... : 15 check_zero_diagonal ............................... : false zero_diagonal_tol ................................. : 0 force_partition ................................... : 0 reform_each_time_step ............................. : true reform_augment .................................... : false diverge_reform .................................... : true do_reforms ........................................ : true etol .............................................. : 0.01 rtol .............................................. : 0 min_residual ...................................... : 1e-20 max_residual ...................................... : 0 qnmethod .......................................... : 0 max_ups ........................................... : 10 qn_max_buffer_size ................................ : 0 qn_cycle_buffer ................................... : true cmax .............................................. : 100000 dtol .............................................. : 0.001 rhoi .............................................. : 0 alpha ............................................. : 1 beta .............................................. : 0.25 gamma ............................................. : 0.5 logSolve .......................................... : false arc_length ........................................ : 0 arc_length_scale .................................. : 0 OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) Domain Variables: relative volume (type = float, format = ITEM) stress (type = mat3fs, format = ITEM) MATERIAL DATA =========================================================================== 1 - Fibre (type: trans iso Mooney-Rivlin) mat_axis .......................................... : (can't display value) density ........................................... : 1 secant_tangent .................................... : false secant_stress ..................................... : false k ................................................. : 1000 pressure_model .................................... : 0 c1 ................................................ : 10 c2 ................................................ : 0 c3 ................................................ : 2 c4 ................................................ : 60 c5 ................................................ : 600 lam_max ........................................... : 1 fiber ............................................. : 0, 0, 1 active_contraction: (type: active_contraction) mat_axis ........................................ : (can't display value) ascl ............................................ : 0 Tmax ............................................ : 1 ca0 ............................................. : 4.35 camax ........................................... : 4.35 beta ............................................ : 4.75 l0 .............................................. : 1.58 refl ............................................ : 2.04 --------------------------------------------------------------------------- 2 - ECM (type: trans iso Mooney-Rivlin) mat_axis .......................................... : (can't display value) density ........................................... : 1 secant_tangent .................................... : false secant_stress ..................................... : false k ................................................. : 1000 pressure_model .................................... : 0 c1 ................................................ : 1 c2 ................................................ : 0 c3 ................................................ : 2 c4 ................................................ : 60 c5 ................................................ : 600 lam_max ........................................... : 1 fiber ............................................. : 0, 0, 1 --------------------------------------------------------------------------- 3 - Material4 (type: trans iso Mooney-Rivlin) mat_axis .......................................... : (can't display value) density ........................................... : 1 secant_tangent .................................... : false secant_stress ..................................... : false k ................................................. : 1000 pressure_model .................................... : 0 c1 ................................................ : 10 c2 ................................................ : 0 c3 ................................................ : 2 c4 ................................................ : 60 c5 ................................................ : 600 lam_max ........................................... : 1 fiber ............................................. : 0, 0, 1 active_contraction: (type: active_contraction) mat_axis ........................................ : (can't display value) ascl ............................................ : 0 Tmax ............................................ : 1 ca0 ............................................. : 4.35 camax ........................................... : 4.35 beta ............................................ : 4.75 l0 .............................................. : 1.58 refl ............................................ : 2.04 BOUNDARY CONDITION DATA =========================================================================== 1 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 2 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 3 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 4 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 5 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 6 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 7 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 8 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 9 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 10 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 11 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 12 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 13 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 14 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 15 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 16 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 17 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 18 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 19 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 20 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 21 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 22 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 23 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 24 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 25 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 26 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 27 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 28 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 29 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 30 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 31 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 32 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 33 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 34 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 35 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 36 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 37 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 38 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 39 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 40 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 41 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 42 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 43 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 44 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 45 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 46 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 47 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 48 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 49 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 50 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 51 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 52 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 53 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 54 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 55 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 56 - Type: fix dofs .............................................. : 0, 1, 2 --------------------------------------------------------------------------- 57 - Type: prescribe relative .......................................... : false scale ............................................. : 1 dof ............................................... : 2 --------------------------------------------------------------------------- 58 - Type: prescribe relative .......................................... : false scale ............................................. : 1 dof ............................................... : 2 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: tied-facet-on-facet laugon ............................................ : 0 penalty_sf ........................................ : 1 max_penalty_sf .................................... : 0 tolerance ......................................... : 0.2 penalty ........................................... : 200 minaug ............................................ : 0 maxaug ............................................ : 10 search_tolerance .................................. : 0.0001 LINEAR SOLVER DATA =========================================================================== Solver type ....................................... : pardiso Matrix format ..................................... : symmetric ===== beginning time step 1 : 0.1 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.0001 Setting parameter "scale" to : 0.0001 Setting parameter "scale" to : 0.0001 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 8.893630e-11 0.000000e+00 energy 2.108145e-06 4.436873e-09 2.108145e-08 displacement 4.400751e-05 4.400751e-05 4.400751e-11 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608650 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 2.540231e-11 0.000000e+00 energy 2.108145e-06 5.274734e-10 2.108145e-08 displacement 4.400751e-05 4.821983e-07 4.294582e-11 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.542410 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.672871e-11 0.000000e+00 energy 2.108145e-06 9.772442e-11 2.108145e-08 displacement 4.400751e-05 1.056600e-06 4.244650e-11 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.494618 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 4.082393e-12 0.000000e+00 energy 2.108145e-06 4.008947e-11 2.108145e-08 displacement 4.400751e-05 1.883818e-06 4.267667e-11 5 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.478585 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.742375e-12 0.000000e+00 energy 2.108145e-06 1.546209e-11 2.108145e-08 displacement 4.400751e-05 1.853987e-06 4.252559e-11 6 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.500801 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.022840e-12 0.000000e+00 energy 2.108145e-06 6.699217e-12 2.108145e-08 displacement 4.400751e-05 9.570915e-07 4.225058e-11 7 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.553449 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 3.048841e-13 0.000000e+00 energy 2.108145e-06 2.943758e-12 2.108145e-08 displacement 4.400751e-05 2.592695e-07 4.215311e-11 8 Nonlinear solution status: time= 0.1 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.534627 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 3.024594e-13 0.000000e+00 energy 2.108145e-06 1.408248e-12 2.108145e-08 displacement 4.400751e-05 9.127214e-08 4.210185e-11 9 Nonlinear solution status: time= 0.1 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.509464 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.297951e-13 0.000000e+00 energy 2.108145e-06 7.914638e-13 2.108145e-08 displacement 4.400751e-05 2.211915e-08 4.205670e-11 10 Nonlinear solution status: time= 0.1 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.579813 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 5.427870e-14 0.000000e+00 energy 2.108145e-06 3.119175e-13 2.108145e-08 displacement 4.400751e-05 3.285497e-09 4.205147e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.252793e-15 0.000000e+00 energy 2.108145e-06 8.273218e-14 2.108145e-08 displacement 4.400751e-05 2.342925e-09 4.204106e-11 12 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.345933 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.894257e-15 0.000000e+00 energy 2.108145e-06 6.296359e-14 2.108145e-08 displacement 4.400751e-05 4.530806e-10 4.204043e-11 13 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.132201 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.607968e-15 0.000000e+00 energy 2.108145e-06 2.176173e-14 2.108145e-08 displacement 4.400751e-05 7.964705e-11 4.204090e-11 14 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.152801 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.482610e-15 0.000000e+00 energy 2.108145e-06 2.257477e-14 2.108145e-08 displacement 4.400751e-05 8.531085e-11 4.204193e-11 15 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.094393 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.131631e-15 0.000000e+00 energy 2.108145e-06 1.161025e-14 2.108145e-08 displacement 4.400751e-05 6.739343e-11 4.204302e-11 16 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.164298 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 7.490020e-16 0.000000e+00 energy 2.108145e-06 2.182371e-14 2.108145e-08 displacement 4.400751e-05 3.294222e-10 4.204543e-11 17 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.135809 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 8.196791e-16 0.000000e+00 energy 2.108145e-06 2.607689e-14 2.108145e-08 displacement 4.400751e-05 5.297416e-10 4.204840e-11 18 Nonlinear solution status: time= 0.1 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.156033 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.130832e-15 0.000000e+00 energy 2.108145e-06 1.521588e-14 2.108145e-08 displacement 4.400751e-05 1.618726e-10 4.204964e-11 19 Nonlinear solution status: time= 0.1 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.233506 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.383448e-15 0.000000e+00 energy 2.108145e-06 1.938329e-14 2.108145e-08 displacement 4.400751e-05 1.083758e-10 4.204856e-11 20 Nonlinear solution status: time= 0.1 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.114341 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.560075e-15 0.000000e+00 energy 2.108145e-06 8.752662e-15 2.108145e-08 displacement 4.400751e-05 7.434502e-11 4.204715e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.568376 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 3.700845e-16 0.000000e+00 energy 2.108145e-06 9.757365e-15 2.108145e-08 displacement 4.400751e-05 1.269342e-09 4.204322e-11 22 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.166215 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 1.605878e-16 0.000000e+00 energy 2.108145e-06 5.726464e-15 2.108145e-08 displacement 4.400751e-05 3.935978e-10 4.204096e-11 23 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.134608 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 7.554882e-17 0.000000e+00 energy 2.108145e-06 4.129263e-15 2.108145e-08 displacement 4.400751e-05 1.008963e-10 4.203964e-11 24 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.186880 convergence norms : INITIAL CURRENT REQUIRED residual 1.293722e-06 7.095406e-17 0.000000e+00 energy 2.108145e-06 2.935665e-15 2.108145e-08 displacement 4.400751e-05 3.262538e-11 4.203899e-11 convergence summary number of iterations : 24 number of reformations : 3 ------- converged at time : 0.1 AUTO STEPPER: decreasing time step, dt = 0.0680948 ===== beginning time step 2 : 0.168095 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000168095 Setting parameter "scale" to : 0.000168095 Setting parameter "scale" to : 0.000168095 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.168095 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 1.082226e-12 0.000000e+00 energy 9.979686e-07 4.666319e-11 9.979686e-09 displacement 1.933747e-05 1.933747e-05 1.933747e-11 2 Nonlinear solution status: time= 0.168095 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.473978 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 1.828862e-13 0.000000e+00 energy 9.979686e-07 2.367428e-12 9.979686e-09 displacement 1.933747e-05 3.142194e-08 1.930154e-11 3 Nonlinear solution status: time= 0.168095 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.137333 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 1.721079e-13 0.000000e+00 energy 9.979686e-07 4.379394e-13 9.979686e-09 displacement 1.933747e-05 2.162787e-09 1.929613e-11 4 Nonlinear solution status: time= 0.168095 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.252468 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 2.635007e-13 0.000000e+00 energy 9.979686e-07 1.466832e-12 9.979686e-09 displacement 1.933747e-05 7.170840e-09 1.928074e-11 5 Nonlinear solution status: time= 0.168095 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.079104 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 2.143022e-13 0.000000e+00 energy 9.979686e-07 3.596813e-14 9.979686e-09 displacement 1.933747e-05 6.774524e-09 1.928578e-11 6 Nonlinear solution status: time= 0.168095 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.092145 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 1.049091e-13 0.000000e+00 energy 9.979686e-07 3.289340e-13 9.979686e-09 displacement 1.933747e-05 3.654589e-09 1.929009e-11 7 Nonlinear solution status: time= 0.168095 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.259602 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 5.939306e-14 0.000000e+00 energy 9.979686e-07 8.142581e-13 9.979686e-09 displacement 1.933747e-05 3.919978e-09 1.927408e-11 8 Nonlinear solution status: time= 0.168095 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.146149 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 6.039023e-14 0.000000e+00 energy 9.979686e-07 8.736626e-13 9.979686e-09 displacement 1.933747e-05 5.616509e-09 1.925841e-11 9 Nonlinear solution status: time= 0.168095 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.082580 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 8.192797e-14 0.000000e+00 energy 9.979686e-07 3.075509e-13 9.979686e-09 displacement 1.933747e-05 1.971995e-09 1.925538e-11 10 Nonlinear solution status: time= 0.168095 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.105801 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 1.060128e-13 0.000000e+00 energy 9.979686e-07 4.924024e-13 9.979686e-09 displacement 1.933747e-05 1.713585e-09 1.925509e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.168095 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.520221 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 2.553876e-14 0.000000e+00 energy 9.979686e-07 2.020589e-13 9.979686e-09 displacement 1.933747e-05 1.334071e-08 1.923772e-11 12 Nonlinear solution status: time= 0.168095 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.104198 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 1.817751e-14 0.000000e+00 energy 9.979686e-07 8.337677e-14 9.979686e-09 displacement 1.933747e-05 2.788129e-09 1.923555e-11 13 Nonlinear solution status: time= 0.168095 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 6.819624e-12 0.000000e+00 energy 9.979686e-07 4.159667e-11 9.979686e-09 displacement 1.933747e-05 1.563475e-08 1.925715e-11 14 Nonlinear solution status: time= 0.168095 stiffness updates = 3 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314857e-07 2.177030e-11 0.000000e+00 energy 9.979686e-07 5.172407e-11 9.979686e-09 displacement 1.933747e-05 6.264666e-09 1.926580e-11 15 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * * * ************************************************************************* ------- failed to converge at time : 0.168095 Retrying time step. Retry attempt 1 of max 50 AUTO STEPPER: retry step, dt = 0.0667596 ===== beginning time step 2 : 0.16676 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.00016676 Setting parameter "scale" to : 0.00016676 Setting parameter "scale" to : 0.00016676 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 9.985371e-13 0.000000e+00 energy 9.592163e-07 4.376300e-11 9.592163e-09 displacement 1.858664e-05 1.858664e-05 1.858664e-11 2 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.472989 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.714082e-13 0.000000e+00 energy 9.592163e-07 2.254501e-12 9.592163e-09 displacement 1.858664e-05 3.071250e-08 1.855256e-11 3 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.139305 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.565368e-13 0.000000e+00 energy 9.592163e-07 4.192980e-13 9.592163e-09 displacement 1.858664e-05 2.133196e-09 1.854765e-11 4 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.183270 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.463970e-13 0.000000e+00 energy 9.592163e-07 5.932746e-13 9.592163e-09 displacement 1.858664e-05 3.666460e-09 1.853643e-11 5 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.151669 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.415595e-13 0.000000e+00 energy 9.592163e-07 3.159072e-13 9.592163e-09 displacement 1.858664e-05 1.560859e-08 1.854295e-11 6 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.156890 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.100939e-13 0.000000e+00 energy 9.592163e-07 9.410496e-13 9.592163e-09 displacement 1.858664e-05 1.049556e-08 1.856308e-11 7 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.269881 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.736121e-14 0.000000e+00 energy 9.592163e-07 3.519150e-13 9.592163e-09 displacement 1.858664e-05 4.037139e-09 1.856226e-11 8 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.222724 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 4.525220e-14 0.000000e+00 energy 9.592163e-07 3.744597e-13 9.592163e-09 displacement 1.858664e-05 4.067967e-09 1.854570e-11 9 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.146449 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.815788e-14 0.000000e+00 energy 9.592163e-07 1.579459e-13 9.592163e-09 displacement 1.858664e-05 2.803621e-09 1.853199e-11 10 Nonlinear solution status: time= 0.16676 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.135457 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.132640e-14 0.000000e+00 energy 9.592163e-07 1.549184e-13 9.592163e-09 displacement 1.858664e-05 4.699009e-09 1.851854e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.514837 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 8.520901e-15 0.000000e+00 energy 9.592163e-07 1.308750e-13 9.592163e-09 displacement 1.858664e-05 1.383888e-08 1.849487e-11 12 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.102893 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.859802e-15 0.000000e+00 energy 9.592163e-07 4.413218e-14 9.592163e-09 displacement 1.858664e-05 5.897257e-09 1.848858e-11 13 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.099876 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.557939e-15 0.000000e+00 energy 9.592163e-07 3.145182e-14 9.592163e-09 displacement 1.858664e-05 7.798541e-10 1.848547e-11 14 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.147670 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.406798e-15 0.000000e+00 energy 9.592163e-07 4.083022e-14 9.592163e-09 displacement 1.858664e-05 5.966103e-10 1.848269e-11 15 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.181920 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.801902e-15 0.000000e+00 energy 9.592163e-07 5.047500e-14 9.592163e-09 displacement 1.858664e-05 1.271200e-09 1.848050e-11 16 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.259937 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.349228e-15 0.000000e+00 energy 9.592163e-07 5.868371e-14 9.592163e-09 displacement 1.858664e-05 2.403543e-09 1.848151e-11 17 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.251623 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.199971e-15 0.000000e+00 energy 9.592163e-07 5.294980e-14 9.592163e-09 displacement 1.858664e-05 2.457275e-09 1.848735e-11 18 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.424416 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.609939e-15 0.000000e+00 energy 9.592163e-07 6.628392e-14 9.592163e-09 displacement 1.858664e-05 2.532522e-09 1.849437e-11 19 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.203169 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.749367e-15 0.000000e+00 energy 9.592163e-07 4.137806e-14 9.592163e-09 displacement 1.858664e-05 1.060042e-09 1.849818e-11 20 Nonlinear solution status: time= 0.16676 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.153267 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.663384e-15 0.000000e+00 energy 9.592163e-07 4.692851e-14 9.592163e-09 displacement 1.858664e-05 5.875311e-10 1.849867e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.378986 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.317628e-15 0.000000e+00 energy 9.592163e-07 2.596825e-14 9.592163e-09 displacement 1.858664e-05 4.485579e-09 1.849110e-11 22 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.082686 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.584253e-16 0.000000e+00 energy 9.592163e-07 6.297185e-15 9.592163e-09 displacement 1.858664e-05 3.155273e-09 1.849012e-11 23 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.129543 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.583271e-16 0.000000e+00 energy 9.592163e-07 2.033084e-14 9.592163e-09 displacement 1.858664e-05 1.009494e-09 1.848861e-11 24 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.100461 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.923639e-16 0.000000e+00 energy 9.592163e-07 1.173593e-14 9.592163e-09 displacement 1.858664e-05 2.371833e-10 1.848662e-11 25 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.172819 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.487333e-16 0.000000e+00 energy 9.592163e-07 1.486202e-14 9.592163e-09 displacement 1.858664e-05 5.791911e-10 1.848391e-11 26 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.277368 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.983898e-16 0.000000e+00 energy 9.592163e-07 1.860888e-14 9.592163e-09 displacement 1.858664e-05 1.757728e-09 1.848230e-11 27 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.496260 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 4.671657e-16 0.000000e+00 energy 9.592163e-07 3.626607e-14 9.592163e-09 displacement 1.858664e-05 3.150360e-09 1.848636e-11 28 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.261019 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.663449e-16 0.000000e+00 energy 9.592163e-07 1.988403e-14 9.592163e-09 displacement 1.858664e-05 9.704821e-10 1.849112e-11 29 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.344095 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.891302e-16 0.000000e+00 energy 9.592163e-07 2.324870e-14 9.592163e-09 displacement 1.858664e-05 9.253036e-10 1.849338e-11 30 Nonlinear solution status: time= 0.16676 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.156147 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 7.377735e-16 0.000000e+00 energy 9.592163e-07 2.858897e-14 9.592163e-09 displacement 1.858664e-05 9.566413e-10 1.849418e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.459612 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 6.814330e-16 0.000000e+00 energy 9.592163e-07 5.793330e-15 9.592163e-09 displacement 1.858664e-05 2.959718e-09 1.849023e-11 32 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.060898 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 9.319653e-16 0.000000e+00 energy 9.592163e-07 3.201104e-14 9.592163e-09 displacement 1.858664e-05 2.850949e-09 1.849113e-11 33 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.046759 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.507293e-16 0.000000e+00 energy 9.592163e-07 7.048220e-15 9.592163e-09 displacement 1.858664e-05 1.526314e-10 1.849066e-11 34 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.074331 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.212574e-16 0.000000e+00 energy 9.592163e-07 5.287303e-15 9.592163e-09 displacement 1.858664e-05 1.115182e-10 1.848955e-11 35 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.226305 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 4.484393e-16 0.000000e+00 energy 9.592163e-07 2.274439e-14 9.592163e-09 displacement 1.858664e-05 9.698559e-10 1.848624e-11 36 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.247428 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.461159e-16 0.000000e+00 energy 9.592163e-07 4.248332e-14 9.592163e-09 displacement 1.858664e-05 3.432973e-09 1.848549e-11 37 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.264600 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.425722e-16 0.000000e+00 energy 9.592163e-07 6.384465e-14 9.592163e-09 displacement 1.858664e-05 6.324646e-09 1.849557e-11 38 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.522566 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 4.373205e-16 0.000000e+00 energy 9.592163e-07 5.837682e-14 9.592163e-09 displacement 1.858664e-05 2.974131e-09 1.850582e-11 39 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.378452 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.054071e-15 0.000000e+00 energy 9.592163e-07 4.353636e-14 9.592163e-09 displacement 1.858664e-05 1.971432e-09 1.850171e-11 40 Nonlinear solution status: time= 0.16676 stiffness updates = 9 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.118963 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.069721e-15 0.000000e+00 energy 9.592163e-07 4.344487e-14 9.592163e-09 displacement 1.858664e-05 2.366593e-09 1.849915e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.462315 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 7.215464e-16 0.000000e+00 energy 9.592163e-07 1.121065e-14 9.592163e-09 displacement 1.858664e-05 3.569453e-09 1.849301e-11 42 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.084351 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 6.590756e-16 0.000000e+00 energy 9.592163e-07 1.408445e-14 9.592163e-09 displacement 1.858664e-05 2.268279e-09 1.849093e-11 43 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.054759 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.463762e-16 0.000000e+00 energy 9.592163e-07 5.732862e-15 9.592163e-09 displacement 1.858664e-05 3.882841e-10 1.848888e-11 44 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.122917 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.773468e-16 0.000000e+00 energy 9.592163e-07 8.600489e-15 9.592163e-09 displacement 1.858664e-05 2.576673e-10 1.848664e-11 45 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.216110 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.747033e-16 0.000000e+00 energy 9.592163e-07 9.973215e-15 9.592163e-09 displacement 1.858664e-05 6.274696e-10 1.848449e-11 46 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.304685 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.635509e-16 0.000000e+00 energy 9.592163e-07 1.405814e-14 9.592163e-09 displacement 1.858664e-05 2.118628e-09 1.848473e-11 47 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.489782 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.499519e-16 0.000000e+00 energy 9.592163e-07 2.156367e-14 9.592163e-09 displacement 1.858664e-05 1.419551e-09 1.848881e-11 48 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.441508 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 4.276574e-16 0.000000e+00 energy 9.592163e-07 2.383375e-14 9.592163e-09 displacement 1.858664e-05 7.252420e-10 1.849120e-11 49 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.166568 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.721360e-16 0.000000e+00 energy 9.592163e-07 1.148082e-14 9.592163e-09 displacement 1.858664e-05 6.950496e-10 1.849230e-11 50 Nonlinear solution status: time= 0.16676 stiffness updates = 9 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.204687 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 4.834447e-16 0.000000e+00 energy 9.592163e-07 1.482466e-14 9.592163e-09 displacement 1.858664e-05 7.544773e-10 1.849209e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 126 stiffness matrix reformations = 6 step from line search = 0.423728 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.606899e-16 0.000000e+00 energy 9.592163e-07 5.330352e-15 9.592163e-09 displacement 1.858664e-05 1.039659e-09 1.849043e-11 52 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 128 stiffness matrix reformations = 6 step from line search = 0.074623 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.397788e-16 0.000000e+00 energy 9.592163e-07 5.160785e-15 9.592163e-09 displacement 1.858664e-05 7.780445e-10 1.848995e-11 53 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.064013 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 9.025016e-17 0.000000e+00 energy 9.592163e-07 1.698012e-15 9.592163e-09 displacement 1.858664e-05 1.439699e-10 1.848915e-11 54 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.133871 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 5.781297e-17 0.000000e+00 energy 9.592163e-07 3.296562e-15 9.592163e-09 displacement 1.858664e-05 6.967384e-11 1.848809e-11 55 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.218941 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 6.952908e-17 0.000000e+00 energy 9.592163e-07 4.460688e-15 9.592163e-09 displacement 1.858664e-05 1.892030e-10 1.848674e-11 56 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.269476 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 8.127251e-17 0.000000e+00 energy 9.592163e-07 5.218942e-15 9.592163e-09 displacement 1.858664e-05 2.752871e-10 1.848596e-11 57 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 143 stiffness matrix reformations = 6 step from line search = 0.270422 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 8.761347e-17 0.000000e+00 energy 9.592163e-07 4.842221e-15 9.592163e-09 displacement 1.858664e-05 2.114084e-10 1.848611e-11 58 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 145 stiffness matrix reformations = 6 step from line search = 0.449053 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.415667e-16 0.000000e+00 energy 9.592163e-07 9.531941e-15 9.592163e-09 displacement 1.858664e-05 4.099563e-10 1.848742e-11 59 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.297984 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.241317e-16 0.000000e+00 energy 9.592163e-07 7.598413e-15 9.592163e-09 displacement 1.858664e-05 2.784337e-10 1.848900e-11 60 Nonlinear solution status: time= 0.16676 stiffness updates = 9 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.231384 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 6.518872e-17 0.000000e+00 energy 9.592163e-07 6.946933e-16 9.592163e-09 displacement 1.858664e-05 1.399815e-10 1.848951e-11 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.16676 stiffness updates = 0 right hand side evaluations = 151 stiffness matrix reformations = 7 step from line search = 0.389660 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 8.138146e-17 0.000000e+00 energy 9.592163e-07 7.368388e-16 9.592163e-09 displacement 1.858664e-05 4.724031e-10 1.848910e-11 62 Nonlinear solution status: time= 0.16676 stiffness updates = 1 right hand side evaluations = 153 stiffness matrix reformations = 7 step from line search = 0.075961 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 6.051775e-17 0.000000e+00 energy 9.592163e-07 1.710835e-16 9.592163e-09 displacement 1.858664e-05 3.448477e-10 1.848906e-11 63 Nonlinear solution status: time= 0.16676 stiffness updates = 2 right hand side evaluations = 155 stiffness matrix reformations = 7 step from line search = 0.111994 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.592123e-17 0.000000e+00 energy 9.592163e-07 1.372793e-15 9.592163e-09 displacement 1.858664e-05 1.282738e-10 1.848865e-11 64 Nonlinear solution status: time= 0.16676 stiffness updates = 3 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.100804 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.770784e-17 0.000000e+00 energy 9.592163e-07 9.760501e-16 9.592163e-09 displacement 1.858664e-05 2.039526e-11 1.848828e-11 65 Nonlinear solution status: time= 0.16676 stiffness updates = 4 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.271612 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.905940e-17 0.000000e+00 energy 9.592163e-07 1.043025e-15 9.592163e-09 displacement 1.858664e-05 3.842998e-11 1.848790e-11 66 Nonlinear solution status: time= 0.16676 stiffness updates = 5 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.323430 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 1.757531e-17 0.000000e+00 energy 9.592163e-07 1.465187e-15 9.592163e-09 displacement 1.858664e-05 1.547995e-10 1.848776e-11 67 Nonlinear solution status: time= 0.16676 stiffness updates = 6 right hand side evaluations = 166 stiffness matrix reformations = 7 step from line search = 0.504833 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.066171e-17 0.000000e+00 energy 9.592163e-07 2.116260e-15 9.592163e-09 displacement 1.858664e-05 1.508371e-10 1.848811e-11 68 Nonlinear solution status: time= 0.16676 stiffness updates = 7 right hand side evaluations = 168 stiffness matrix reformations = 7 step from line search = 0.373563 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 3.696893e-17 0.000000e+00 energy 9.592163e-07 1.630403e-15 9.592163e-09 displacement 1.858664e-05 1.884928e-11 1.848838e-11 69 Nonlinear solution status: time= 0.16676 stiffness updates = 8 right hand side evaluations = 171 stiffness matrix reformations = 7 step from line search = 0.120911 convergence norms : INITIAL CURRENT REQUIRED residual 6.069644e-07 2.957503e-17 0.000000e+00 energy 9.592163e-07 7.007398e-16 9.592163e-09 displacement 1.858664e-05 1.788685e-11 1.848860e-11 convergence summary number of iterations : 69 number of reformations : 7 ------- converged at time : 0.16676 AUTO STEPPER: decreasing time step, dt = 0.031608 ===== beginning time step 3 : 0.198368 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000198368 Setting parameter "scale" to : 0.000198368 Setting parameter "scale" to : 0.000198368 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.928639e-14 0.000000e+00 energy 2.044526e-07 1.009653e-11 2.044526e-09 displacement 4.126168e-06 4.126168e-06 4.126168e-12 2 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.590810 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 6.095251e-15 0.000000e+00 energy 2.044526e-07 5.782066e-13 2.044526e-09 displacement 4.126168e-06 6.441616e-08 4.161256e-12 3 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.281927 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.810125e-15 0.000000e+00 energy 2.044526e-07 2.608459e-13 2.044526e-09 displacement 4.126168e-06 7.626795e-09 4.194686e-12 4 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.216296 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 6.309802e-15 0.000000e+00 energy 2.044526e-07 2.452545e-13 2.044526e-09 displacement 4.126168e-06 4.131927e-09 4.210046e-12 5 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.197145 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.937722e-15 0.000000e+00 energy 2.044526e-07 2.502446e-13 2.044526e-09 displacement 4.126168e-06 7.594747e-09 4.213373e-12 6 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.158878 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.109506e-14 0.000000e+00 energy 2.044526e-07 2.096741e-13 2.044526e-09 displacement 4.126168e-06 1.172748e-08 4.216827e-12 7 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.135068 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.630454e-15 0.000000e+00 energy 2.044526e-07 1.087491e-13 2.044526e-09 displacement 4.126168e-06 6.621734e-09 4.213827e-12 8 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.148503 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 7.503423e-15 0.000000e+00 energy 2.044526e-07 7.225028e-14 2.044526e-09 displacement 4.126168e-06 4.467217e-09 4.194702e-12 9 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.082305 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 8.727540e-15 0.000000e+00 energy 2.044526e-07 5.983610e-14 2.044526e-09 displacement 4.126168e-06 2.191416e-09 4.177853e-12 10 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 1 step from line search = 0.089069 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 5.867621e-15 0.000000e+00 energy 2.044526e-07 1.047025e-13 2.044526e-09 displacement 4.126168e-06 4.295434e-09 4.155884e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.634614 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.812479e-15 0.000000e+00 energy 2.044526e-07 6.822599e-14 2.044526e-09 displacement 4.126168e-06 1.873529e-08 4.123140e-12 12 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.125709 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.859796e-15 0.000000e+00 energy 2.044526e-07 6.495770e-14 2.044526e-09 displacement 4.126168e-06 4.263987e-09 4.116019e-12 13 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.056211 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 7.584837e-16 0.000000e+00 energy 2.044526e-07 1.631003e-14 2.044526e-09 displacement 4.126168e-06 5.436398e-10 4.114929e-12 14 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.120608 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.911772e-16 0.000000e+00 energy 2.044526e-07 2.134291e-14 2.044526e-09 displacement 4.126168e-06 1.002221e-09 4.114717e-12 15 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.236484 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 7.671159e-16 0.000000e+00 energy 2.044526e-07 4.936180e-14 2.044526e-09 displacement 4.126168e-06 3.617933e-09 4.119306e-12 16 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.254121 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.334226e-16 0.000000e+00 energy 2.044526e-07 7.214201e-14 2.044526e-09 displacement 4.126168e-06 6.704647e-09 4.135434e-12 17 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.512068 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.236073e-15 0.000000e+00 energy 2.044526e-07 1.165148e-13 2.044526e-09 displacement 4.126168e-06 7.220830e-09 4.156057e-12 18 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.353142 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.738809e-15 0.000000e+00 energy 2.044526e-07 1.187740e-13 2.044526e-09 displacement 4.126168e-06 3.949045e-09 4.157942e-12 19 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.210609 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.535165e-15 0.000000e+00 energy 2.044526e-07 1.010525e-13 2.044526e-09 displacement 4.126168e-06 4.344897e-09 4.151455e-12 20 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.141579 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.663074e-15 0.000000e+00 energy 2.044526e-07 8.126724e-14 2.044526e-09 displacement 4.126168e-06 3.721863e-09 4.145174e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.620281 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.054628e-16 0.000000e+00 energy 2.044526e-07 5.068305e-14 2.044526e-09 displacement 4.126168e-06 1.453094e-08 4.120861e-12 22 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.136432 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.543948e-16 0.000000e+00 energy 2.044526e-07 1.140194e-14 2.044526e-09 displacement 4.126168e-06 2.068315e-09 4.116652e-12 23 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.117409 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.413570e-16 0.000000e+00 energy 2.044526e-07 1.299726e-14 2.044526e-09 displacement 4.126168e-06 4.916055e-10 4.115355e-12 24 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.077077 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.093275e-16 0.000000e+00 energy 2.044526e-07 5.848595e-15 2.044526e-09 displacement 4.126168e-06 1.410485e-10 4.114973e-12 25 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.110315 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.614514e-16 0.000000e+00 energy 2.044526e-07 4.612076e-15 2.044526e-09 displacement 4.126168e-06 1.135872e-10 4.114842e-12 26 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.232552 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.834581e-16 0.000000e+00 energy 2.044526e-07 9.261905e-15 2.044526e-09 displacement 4.126168e-06 3.854649e-10 4.115169e-12 27 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.200537 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.877455e-16 0.000000e+00 energy 2.044526e-07 1.245883e-14 2.044526e-09 displacement 4.126168e-06 6.577330e-10 4.116605e-12 28 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.211211 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.031212e-16 0.000000e+00 energy 2.044526e-07 7.785106e-15 2.044526e-09 displacement 4.126168e-06 2.330785e-10 4.117712e-12 29 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.255735 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.161103e-16 0.000000e+00 energy 2.044526e-07 1.249175e-14 2.044526e-09 displacement 4.126168e-06 2.643485e-10 4.117879e-12 30 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 80 stiffness matrix reformations = 3 step from line search = 0.121917 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.423957e-16 0.000000e+00 energy 2.044526e-07 3.795148e-15 2.044526e-09 displacement 4.126168e-06 1.653860e-10 4.117573e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.319100 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.635696e-16 0.000000e+00 energy 2.044526e-07 5.100395e-15 2.044526e-09 displacement 4.126168e-06 8.817205e-10 4.116459e-12 32 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.077151 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.386159e-16 0.000000e+00 energy 2.044526e-07 3.762629e-15 2.044526e-09 displacement 4.126168e-06 7.298820e-10 4.116697e-12 33 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.103012 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.591008e-16 0.000000e+00 energy 2.044526e-07 4.547311e-15 2.044526e-09 displacement 4.126168e-06 2.446487e-10 4.116902e-12 34 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.065110 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 8.821820e-17 0.000000e+00 energy 2.044526e-07 1.586888e-15 2.044526e-09 displacement 4.126168e-06 4.006281e-11 4.116802e-12 35 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.137226 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 6.400989e-17 0.000000e+00 energy 2.044526e-07 3.020595e-15 2.044526e-09 displacement 4.126168e-06 5.518242e-11 4.116479e-12 36 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.210856 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.067460e-16 0.000000e+00 energy 2.044526e-07 5.348389e-15 2.044526e-09 displacement 4.126168e-06 1.651347e-10 4.115892e-12 37 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.296973 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.140221e-16 0.000000e+00 energy 2.044526e-07 9.281217e-15 2.044526e-09 displacement 4.126168e-06 8.550786e-10 4.115577e-12 38 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.485106 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.539403e-16 0.000000e+00 energy 2.044526e-07 1.337196e-14 2.044526e-09 displacement 4.126168e-06 1.078547e-09 4.117060e-12 39 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.222092 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.461779e-16 0.000000e+00 energy 2.044526e-07 7.114360e-15 2.044526e-09 displacement 4.126168e-06 1.290786e-10 4.117740e-12 40 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 105 stiffness matrix reformations = 4 step from line search = 0.253904 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.771340e-17 0.000000e+00 energy 2.044526e-07 5.754699e-15 2.044526e-09 displacement 4.126168e-06 3.665599e-10 4.117823e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.358603 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.083344e-16 0.000000e+00 energy 2.044526e-07 2.320674e-15 2.044526e-09 displacement 4.126168e-06 8.578765e-10 4.116706e-12 42 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.068222 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.578239e-16 0.000000e+00 energy 2.044526e-07 2.409932e-15 2.044526e-09 displacement 4.126168e-06 5.821090e-10 4.116723e-12 43 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.085428 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.144659e-16 0.000000e+00 energy 2.044526e-07 3.986028e-15 2.044526e-09 displacement 4.126168e-06 2.267992e-10 4.116810e-12 44 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.060501 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 5.776043e-17 0.000000e+00 energy 2.044526e-07 1.293458e-15 2.044526e-09 displacement 4.126168e-06 3.436937e-11 4.116723e-12 45 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.075456 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.956627e-17 0.000000e+00 energy 2.044526e-07 1.247312e-15 2.044526e-09 displacement 4.126168e-06 2.086505e-11 4.116541e-12 46 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.282673 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 5.506184e-17 0.000000e+00 energy 2.044526e-07 3.323177e-15 2.044526e-09 displacement 4.126168e-06 1.718385e-10 4.115884e-12 47 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.295538 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.790181e-17 0.000000e+00 energy 2.044526e-07 4.366319e-15 2.044526e-09 displacement 4.126168e-06 4.020287e-10 4.115561e-12 48 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.299886 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.219171e-17 0.000000e+00 energy 2.044526e-07 3.327859e-15 2.044526e-09 displacement 4.126168e-06 2.795624e-10 4.115923e-12 49 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.470946 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.848465e-17 0.000000e+00 energy 2.044526e-07 1.546424e-15 2.044526e-09 displacement 4.126168e-06 7.601630e-11 4.116124e-12 50 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 131 stiffness matrix reformations = 5 step from line search = 0.191471 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.876257e-17 0.000000e+00 energy 2.044526e-07 1.029195e-15 2.044526e-09 displacement 4.126168e-06 9.582978e-11 4.116267e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.293367 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.141826e-17 0.000000e+00 energy 2.044526e-07 1.060720e-15 2.044526e-09 displacement 4.126168e-06 1.726368e-10 4.116307e-12 52 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.086223 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.534545e-17 0.000000e+00 energy 2.044526e-07 1.191390e-15 2.044526e-09 displacement 4.126168e-06 1.371570e-10 4.116447e-12 53 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.084932 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 6.236633e-17 0.000000e+00 energy 2.044526e-07 1.539632e-15 2.044526e-09 displacement 4.126168e-06 1.108055e-10 4.116639e-12 54 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.056289 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.371192e-17 0.000000e+00 energy 2.044526e-07 3.629927e-16 2.044526e-09 displacement 4.126168e-06 2.205439e-11 4.116682e-12 55 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 143 stiffness matrix reformations = 6 step from line search = 0.098891 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.233138e-17 0.000000e+00 energy 2.044526e-07 8.493536e-16 2.044526e-09 displacement 4.126168e-06 1.593535e-11 4.116622e-12 56 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.245616 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.648000e-17 0.000000e+00 energy 2.044526e-07 1.346240e-15 2.044526e-09 displacement 4.126168e-06 3.472034e-11 4.116354e-12 57 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.320567 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.309190e-17 0.000000e+00 energy 2.044526e-07 2.451180e-15 2.044526e-09 displacement 4.126168e-06 3.196635e-10 4.115957e-12 58 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 151 stiffness matrix reformations = 6 step from line search = 0.504484 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.294873e-17 0.000000e+00 energy 2.044526e-07 2.679174e-15 2.044526e-09 displacement 4.126168e-06 1.917895e-10 4.116099e-12 59 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.426527 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.492561e-17 0.000000e+00 energy 2.044526e-07 1.732701e-15 2.044526e-09 displacement 4.126168e-06 3.167206e-11 4.116215e-12 60 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 156 stiffness matrix reformations = 6 step from line search = 0.135245 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 3.021403e-17 0.000000e+00 energy 2.044526e-07 9.764788e-16 2.044526e-09 displacement 4.126168e-06 2.333580e-11 4.116277e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.348440 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.549736e-17 0.000000e+00 energy 2.044526e-07 5.590894e-16 2.044526e-09 displacement 4.126168e-06 1.305449e-10 4.116344e-12 62 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 160 stiffness matrix reformations = 7 step from line search = 0.066419 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.051494e-17 0.000000e+00 energy 2.044526e-07 1.010088e-15 2.044526e-09 displacement 4.126168e-06 1.274095e-10 4.116566e-12 63 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 163 stiffness matrix reformations = 7 step from line search = 0.064649 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 2.468323e-17 0.000000e+00 energy 2.044526e-07 3.661808e-16 2.044526e-09 displacement 4.126168e-06 2.865269e-11 4.116645e-12 64 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 166 stiffness matrix reformations = 7 step from line search = 0.067141 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.222144e-17 0.000000e+00 energy 2.044526e-07 2.821624e-16 2.044526e-09 displacement 4.126168e-06 1.049025e-11 4.116640e-12 65 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 169 stiffness matrix reformations = 7 step from line search = 0.137881 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.136916e-17 0.000000e+00 energy 2.044526e-07 5.227446e-16 2.044526e-09 displacement 4.126168e-06 7.859774e-12 4.116555e-12 66 Nonlinear solution status: time= 0.198368 stiffness updates = 5 right hand side evaluations = 172 stiffness matrix reformations = 7 step from line search = 0.265222 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.385073e-17 0.000000e+00 energy 2.044526e-07 8.183588e-16 2.044526e-09 displacement 4.126168e-06 2.495626e-11 4.116332e-12 67 Nonlinear solution status: time= 0.198368 stiffness updates = 6 right hand side evaluations = 175 stiffness matrix reformations = 7 step from line search = 0.337138 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.502910e-18 0.000000e+00 energy 2.044526e-07 1.285720e-15 2.044526e-09 displacement 4.126168e-06 1.406547e-10 4.116079e-12 68 Nonlinear solution status: time= 0.198368 stiffness updates = 7 right hand side evaluations = 177 stiffness matrix reformations = 7 step from line search = 0.582407 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.115292e-17 0.000000e+00 energy 2.044526e-07 6.331993e-16 2.044526e-09 displacement 4.126168e-06 3.276662e-11 4.116113e-12 69 Nonlinear solution status: time= 0.198368 stiffness updates = 8 right hand side evaluations = 180 stiffness matrix reformations = 7 step from line search = 0.192406 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.154112e-17 0.000000e+00 energy 2.044526e-07 3.902070e-16 2.044526e-09 displacement 4.126168e-06 9.314582e-12 4.116176e-12 70 Nonlinear solution status: time= 0.198368 stiffness updates = 9 right hand side evaluations = 182 stiffness matrix reformations = 7 step from line search = 0.180148 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.043610e-17 0.000000e+00 energy 2.044526e-07 3.460151e-16 2.044526e-09 displacement 4.126168e-06 1.476804e-11 4.116256e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.198368 stiffness updates = 0 right hand side evaluations = 184 stiffness matrix reformations = 8 step from line search = 0.281785 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 8.208455e-18 0.000000e+00 energy 2.044526e-07 1.578247e-16 2.044526e-09 displacement 4.126168e-06 2.737653e-11 4.116377e-12 72 Nonlinear solution status: time= 0.198368 stiffness updates = 1 right hand side evaluations = 186 stiffness matrix reformations = 8 step from line search = 0.081060 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.672976e-17 0.000000e+00 energy 2.044526e-07 2.958779e-16 2.044526e-09 displacement 4.126168e-06 3.163161e-11 4.116507e-12 73 Nonlinear solution status: time= 0.198368 stiffness updates = 2 right hand side evaluations = 188 stiffness matrix reformations = 8 step from line search = 0.079233 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 1.670672e-17 0.000000e+00 energy 2.044526e-07 4.580270e-16 2.044526e-09 displacement 4.126168e-06 2.779887e-11 4.116631e-12 74 Nonlinear solution status: time= 0.198368 stiffness updates = 3 right hand side evaluations = 191 stiffness matrix reformations = 8 step from line search = 0.053734 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 9.134904e-18 0.000000e+00 energy 2.044526e-07 8.759150e-17 2.044526e-09 displacement 4.126168e-06 5.144381e-12 4.116670e-12 75 Nonlinear solution status: time= 0.198368 stiffness updates = 4 right hand side evaluations = 195 stiffness matrix reformations = 8 step from line search = 0.067806 convergence norms : INITIAL CURRENT REQUIRED residual 1.232992e-07 4.778810e-18 0.000000e+00 energy 2.044526e-07 9.060037e-17 2.044526e-09 displacement 4.126168e-06 1.598212e-12 4.116656e-12 convergence summary number of iterations : 75 number of reformations : 8 ------- converged at time : 0.198368 AUTO STEPPER: decreasing time step, dt = 0.0178901 ===== beginning time step 4 : 0.216258 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000216258 Setting parameter "scale" to : 0.000216258 Setting parameter "scale" to : 0.000216258 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.638368e-15 0.000000e+00 energy 6.396462e-08 2.134557e-12 6.396462e-10 displacement 1.315833e-06 1.315833e-06 1.315833e-12 2 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.546066 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.060638e-15 0.000000e+00 energy 6.396462e-08 2.088412e-13 6.396462e-10 displacement 1.315833e-06 3.512238e-09 1.317087e-12 3 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.186186 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.885054e-15 0.000000e+00 energy 6.396462e-08 7.134456e-14 6.396462e-10 displacement 1.315833e-06 8.583649e-10 1.319533e-12 4 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.221594 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.741754e-15 0.000000e+00 energy 6.396462e-08 6.950884e-14 6.396462e-10 displacement 1.315833e-06 5.498890e-10 1.320548e-12 5 Nonlinear solution status: time= 0.216258 stiffness updates = 4 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.204140 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.890374e-15 0.000000e+00 energy 6.396462e-08 1.111858e-13 6.396462e-10 displacement 1.315833e-06 2.467345e-09 1.323526e-12 6 Nonlinear solution status: time= 0.216258 stiffness updates = 5 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.150697 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.048919e-15 0.000000e+00 energy 6.396462e-08 9.938840e-14 6.396462e-10 displacement 1.315833e-06 4.855009e-09 1.333415e-12 7 Nonlinear solution status: time= 0.216258 stiffness updates = 6 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.169094 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.746614e-15 0.000000e+00 energy 6.396462e-08 1.487518e-14 6.396462e-10 displacement 1.315833e-06 1.290823e-09 1.339310e-12 8 Nonlinear solution status: time= 0.216258 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.191108 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.619072e-15 0.000000e+00 energy 6.396462e-08 1.276268e-14 6.396462e-10 displacement 1.315833e-06 7.132316e-10 1.335150e-12 9 Nonlinear solution status: time= 0.216258 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.077088 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.690150e-15 0.000000e+00 energy 6.396462e-08 5.111882e-15 6.396462e-10 displacement 1.315833e-06 5.664955e-10 1.331132e-12 10 Nonlinear solution status: time= 0.216258 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 1 step from line search = 0.125607 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.142221e-15 0.000000e+00 energy 6.396462e-08 6.637058e-14 6.396462e-10 displacement 1.315833e-06 1.975046e-09 1.324324e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.630046 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 7.987152e-16 0.000000e+00 energy 6.396462e-08 1.079326e-14 6.396462e-10 displacement 1.315833e-06 3.601162e-09 1.316641e-12 12 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.074134 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.778726e-16 0.000000e+00 energy 6.396462e-08 1.565102e-14 6.396462e-10 displacement 1.315833e-06 1.174848e-09 1.314413e-12 13 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.120498 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.215560e-16 0.000000e+00 energy 6.396462e-08 2.035636e-14 6.396462e-10 displacement 1.315833e-06 1.232260e-09 1.314389e-12 14 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.125943 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 3.236984e-16 0.000000e+00 energy 6.396462e-08 1.493935e-14 6.396462e-10 displacement 1.315833e-06 1.345577e-09 1.316920e-12 15 Nonlinear solution status: time= 0.216258 stiffness updates = 4 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.255588 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.366359e-16 0.000000e+00 energy 6.396462e-08 2.904643e-14 6.396462e-10 displacement 1.315833e-06 3.125984e-09 1.325140e-12 16 Nonlinear solution status: time= 0.216258 stiffness updates = 5 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.283563 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 5.268085e-16 0.000000e+00 energy 6.396462e-08 4.309969e-14 6.396462e-10 displacement 1.315833e-06 3.977870e-09 1.339044e-12 17 Nonlinear solution status: time= 0.216258 stiffness updates = 6 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.504365 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 5.326164e-16 0.000000e+00 energy 6.396462e-08 7.937079e-14 6.396462e-10 displacement 1.315833e-06 5.217440e-09 1.350334e-12 18 Nonlinear solution status: time= 0.216258 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.598632 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.627079e-16 0.000000e+00 energy 6.396462e-08 2.674688e-14 6.396462e-10 displacement 1.315833e-06 7.250059e-09 1.334248e-12 19 Nonlinear solution status: time= 0.216258 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.165958 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 3.750197e-16 0.000000e+00 energy 6.396462e-08 1.170894e-15 6.396462e-10 displacement 1.315833e-06 2.539741e-09 1.326551e-12 20 Nonlinear solution status: time= 0.216258 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.110704 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.607343e-16 0.000000e+00 energy 6.396462e-08 5.768043e-15 6.396462e-10 displacement 1.315833e-06 1.444860e-09 1.322208e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.534862 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.803009e-16 0.000000e+00 energy 6.396462e-08 8.541489e-15 6.396462e-10 displacement 1.315833e-06 2.340448e-09 1.316508e-12 22 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.075668 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.650710e-16 0.000000e+00 energy 6.396462e-08 4.203125e-15 6.396462e-10 displacement 1.315833e-06 8.807581e-10 1.314712e-12 23 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.063831 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 7.291803e-17 0.000000e+00 energy 6.396462e-08 1.781849e-15 6.396462e-10 displacement 1.315833e-06 1.419826e-10 1.314305e-12 24 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.186206 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 8.502231e-17 0.000000e+00 energy 6.396462e-08 3.666293e-15 6.396462e-10 displacement 1.315833e-06 9.058505e-11 1.314099e-12 25 Nonlinear solution status: time= 0.216258 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.227500 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 8.674156e-17 0.000000e+00 energy 6.396462e-08 5.289461e-15 6.396462e-10 displacement 1.315833e-06 1.689942e-10 1.314117e-12 26 Nonlinear solution status: time= 0.216258 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.242982 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 7.333455e-17 0.000000e+00 energy 6.396462e-08 4.715081e-15 6.396462e-10 displacement 1.315833e-06 1.229282e-10 1.314382e-12 27 Nonlinear solution status: time= 0.216258 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.529148 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.013398e-16 0.000000e+00 energy 6.396462e-08 6.798894e-15 6.396462e-10 displacement 1.315833e-06 2.638467e-10 1.314935e-12 28 Nonlinear solution status: time= 0.216258 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.407246 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.701579e-16 0.000000e+00 energy 6.396462e-08 9.181337e-15 6.396462e-10 displacement 1.315833e-06 2.316713e-10 1.315528e-12 29 Nonlinear solution status: time= 0.216258 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.221690 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.634839e-16 0.000000e+00 energy 6.396462e-08 6.503825e-15 6.396462e-10 displacement 1.315833e-06 1.024269e-10 1.315865e-12 30 Nonlinear solution status: time= 0.216258 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.137491 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.230311e-16 0.000000e+00 energy 6.396462e-08 2.237403e-15 6.396462e-10 displacement 1.315833e-06 3.729736e-11 1.315761e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.451778 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.293772e-16 0.000000e+00 energy 6.396462e-08 1.375495e-15 6.396462e-10 displacement 1.315833e-06 5.383473e-10 1.314807e-12 32 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.079095 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 7.785063e-17 0.000000e+00 energy 6.396462e-08 7.198075e-16 6.396462e-10 displacement 1.315833e-06 2.188901e-10 1.314592e-12 33 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.127080 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 3.110242e-17 0.000000e+00 energy 6.396462e-08 1.597598e-15 6.396462e-10 displacement 1.315833e-06 9.673716e-11 1.314342e-12 34 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.150153 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.904264e-17 0.000000e+00 energy 6.396462e-08 1.062922e-15 6.396462e-10 displacement 1.315833e-06 5.194693e-11 1.314208e-12 35 Nonlinear solution status: time= 0.216258 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.317719 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.635703e-17 0.000000e+00 energy 6.396462e-08 9.121116e-16 6.396462e-10 displacement 1.315833e-06 6.742880e-11 1.314173e-12 36 Nonlinear solution status: time= 0.216258 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.518512 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.041737e-17 0.000000e+00 energy 6.396462e-08 1.292100e-15 6.396462e-10 displacement 1.315833e-06 7.622284e-11 1.314271e-12 37 Nonlinear solution status: time= 0.216258 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.225919 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.229913e-17 0.000000e+00 energy 6.396462e-08 1.070222e-15 6.396462e-10 displacement 1.315833e-06 3.261956e-11 1.314386e-12 38 Nonlinear solution status: time= 0.216258 stiffness updates = 7 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.183458 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.131326e-17 0.000000e+00 energy 6.396462e-08 1.058518e-15 6.396462e-10 displacement 1.315833e-06 3.408795e-11 1.314499e-12 39 Nonlinear solution status: time= 0.216258 stiffness updates = 8 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.192307 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.384142e-17 0.000000e+00 energy 6.396462e-08 8.296999e-16 6.396462e-10 displacement 1.315833e-06 3.734788e-11 1.314583e-12 40 Nonlinear solution status: time= 0.216258 stiffness updates = 9 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.206740 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.650989e-17 0.000000e+00 energy 6.396462e-08 7.677239e-16 6.396462e-10 displacement 1.315833e-06 5.076458e-11 1.314645e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.398677 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.488341e-17 0.000000e+00 energy 6.396462e-08 4.447059e-16 6.396462e-10 displacement 1.315833e-06 8.434830e-11 1.314441e-12 42 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.080333 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.713860e-17 0.000000e+00 energy 6.396462e-08 1.582619e-16 6.396462e-10 displacement 1.315833e-06 5.095784e-11 1.314372e-12 43 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.057788 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 8.386179e-18 0.000000e+00 energy 6.396462e-08 1.659485e-16 6.396462e-10 displacement 1.315833e-06 1.470695e-11 1.314361e-12 44 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.125768 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.038481e-18 0.000000e+00 energy 6.396462e-08 2.143892e-16 6.396462e-10 displacement 1.315833e-06 4.456709e-12 1.314339e-12 45 Nonlinear solution status: time= 0.216258 stiffness updates = 4 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.178831 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 5.482491e-18 0.000000e+00 energy 6.396462e-08 2.827358e-16 6.396462e-10 displacement 1.315833e-06 5.691434e-12 1.314305e-12 46 Nonlinear solution status: time= 0.216258 stiffness updates = 5 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.215695 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 6.150749e-18 0.000000e+00 energy 6.396462e-08 3.325288e-16 6.396462e-10 displacement 1.315833e-06 8.114481e-12 1.314270e-12 47 Nonlinear solution status: time= 0.216258 stiffness updates = 6 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.326713 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 6.425655e-18 0.000000e+00 energy 6.396462e-08 3.504966e-16 6.396462e-10 displacement 1.315833e-06 2.005944e-11 1.314248e-12 48 Nonlinear solution status: time= 0.216258 stiffness updates = 7 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.488185 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 9.208715e-18 0.000000e+00 energy 6.396462e-08 8.559636e-16 6.396462e-10 displacement 1.315833e-06 7.002726e-11 1.314324e-12 49 Nonlinear solution status: time= 0.216258 stiffness updates = 8 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.475763 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 5.694445e-18 0.000000e+00 energy 6.396462e-08 4.654572e-16 6.396462e-10 displacement 1.315833e-06 3.037543e-11 1.314434e-12 50 Nonlinear solution status: time= 0.216258 stiffness updates = 9 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.302163 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 5.142813e-18 0.000000e+00 energy 6.396462e-08 3.035514e-17 6.396462e-10 displacement 1.315833e-06 1.214400e-11 1.314416e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 128 stiffness matrix reformations = 6 step from line search = 0.370903 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.831325e-18 0.000000e+00 energy 6.396462e-08 6.303179e-17 6.396462e-10 displacement 1.315833e-06 3.171123e-11 1.314354e-12 52 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.074112 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 7.109990e-18 0.000000e+00 energy 6.396462e-08 1.576938e-16 6.396462e-10 displacement 1.315833e-06 3.285381e-11 1.314346e-12 53 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.076423 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 4.216818e-18 0.000000e+00 energy 6.396462e-08 7.155259e-17 6.396462e-10 displacement 1.315833e-06 6.746571e-12 1.314352e-12 54 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.109120 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.032795e-18 0.000000e+00 energy 6.396462e-08 7.448024e-17 6.396462e-10 displacement 1.315833e-06 2.430100e-12 1.314349e-12 55 Nonlinear solution status: time= 0.216258 stiffness updates = 4 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.183141 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.131852e-18 0.000000e+00 energy 6.396462e-08 1.073978e-16 6.396462e-10 displacement 1.315833e-06 2.067933e-12 1.314337e-12 56 Nonlinear solution status: time= 0.216258 stiffness updates = 5 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.248810 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.271319e-18 0.000000e+00 energy 6.396462e-08 9.296931e-17 6.396462e-10 displacement 1.315833e-06 3.033852e-12 1.314315e-12 57 Nonlinear solution status: time= 0.216258 stiffness updates = 6 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.571848 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 9.306250e-19 0.000000e+00 energy 6.396462e-08 1.309088e-16 6.396462e-10 displacement 1.315833e-06 1.525850e-11 1.314301e-12 58 Nonlinear solution status: time= 0.216258 stiffness updates = 7 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.518517 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.089687e-18 0.000000e+00 energy 6.396462e-08 5.958606e-17 6.396462e-10 displacement 1.315833e-06 5.029543e-12 1.314314e-12 59 Nonlinear solution status: time= 0.216258 stiffness updates = 8 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.300012 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.362948e-18 0.000000e+00 energy 6.396462e-08 6.168079e-17 6.396462e-10 displacement 1.315833e-06 1.979740e-12 1.314330e-12 60 Nonlinear solution status: time= 0.216258 stiffness updates = 9 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.180820 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.259239e-18 0.000000e+00 energy 6.396462e-08 7.536695e-17 6.396462e-10 displacement 1.315833e-06 1.800850e-12 1.314342e-12 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.216258 stiffness updates = 0 right hand side evaluations = 152 stiffness matrix reformations = 7 step from line search = 0.355758 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.508751e-18 0.000000e+00 energy 6.396462e-08 1.849306e-17 6.396462e-10 displacement 1.315833e-06 4.350388e-12 1.314338e-12 62 Nonlinear solution status: time= 0.216258 stiffness updates = 1 right hand side evaluations = 154 stiffness matrix reformations = 7 step from line search = 0.080591 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 2.237115e-18 0.000000e+00 energy 6.396462e-08 7.089663e-17 6.396462e-10 displacement 1.315833e-06 5.524134e-12 1.314342e-12 63 Nonlinear solution status: time= 0.216258 stiffness updates = 2 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.061956 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 1.088370e-18 0.000000e+00 energy 6.396462e-08 1.092060e-17 6.396462e-10 displacement 1.315833e-06 1.399737e-12 1.314345e-12 64 Nonlinear solution status: time= 0.216258 stiffness updates = 3 right hand side evaluations = 160 stiffness matrix reformations = 7 step from line search = 0.073500 convergence norms : INITIAL CURRENT REQUIRED residual 3.772309e-08 7.703106e-19 0.000000e+00 energy 6.396462e-08 2.542293e-17 6.396462e-10 displacement 1.315833e-06 2.942276e-13 1.314345e-12 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.216258 AUTO STEPPER: decreasing time step, dt = 0.0131188 ===== beginning time step 5 : 0.229377 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000229377 Setting parameter "scale" to : 0.000229377 Setting parameter "scale" to : 0.000229377 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.229377 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 3.731474e-16 0.000000e+00 energy 3.393965e-08 8.820610e-13 3.393965e-10 displacement 7.059818e-07 7.059818e-07 7.059818e-13 2 Nonlinear solution status: time= 0.229377 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.610274 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 1.053220e-16 0.000000e+00 energy 3.393965e-08 9.080724e-15 3.393965e-10 displacement 7.059818e-07 1.020798e-10 7.057020e-13 3 Nonlinear solution status: time= 0.229377 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.258515 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 7.230770e-17 0.000000e+00 energy 3.393965e-08 2.940033e-15 3.393965e-10 displacement 7.059818e-07 5.428080e-12 7.056024e-13 4 Nonlinear solution status: time= 0.229377 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.275820 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 7.114683e-17 0.000000e+00 energy 3.393965e-08 2.533345e-15 3.393965e-10 displacement 7.059818e-07 1.265610e-11 7.054699e-13 5 Nonlinear solution status: time= 0.229377 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.270259 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 1.156280e-16 0.000000e+00 energy 3.393965e-08 2.720368e-15 3.393965e-10 displacement 7.059818e-07 2.509849e-11 7.053563e-13 6 Nonlinear solution status: time= 0.229377 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.155001 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 1.131464e-16 0.000000e+00 energy 3.393965e-08 1.222929e-15 3.393965e-10 displacement 7.059818e-07 1.218688e-11 7.053295e-13 7 Nonlinear solution status: time= 0.229377 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.140344 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 1.021656e-16 0.000000e+00 energy 3.393965e-08 7.698062e-16 3.393965e-10 displacement 7.059818e-07 7.973782e-12 7.053377e-13 8 Nonlinear solution status: time= 0.229377 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.082376 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 6.361902e-17 0.000000e+00 energy 3.393965e-08 4.905034e-16 3.393965e-10 displacement 7.059818e-07 3.596611e-12 7.053553e-13 9 Nonlinear solution status: time= 0.229377 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.140626 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 4.528320e-17 0.000000e+00 energy 3.393965e-08 3.852020e-16 3.393965e-10 displacement 7.059818e-07 4.827777e-12 7.053927e-13 10 Nonlinear solution status: time= 0.229377 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.186022 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 2.283699e-17 0.000000e+00 energy 3.393965e-08 4.466581e-16 3.393965e-10 displacement 7.059818e-07 1.671647e-11 7.054703e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.229377 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.361310 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 1.043380e-17 0.000000e+00 energy 3.393965e-08 2.604182e-16 3.393965e-10 displacement 7.059818e-07 7.849714e-12 7.054446e-13 12 Nonlinear solution status: time= 0.229377 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.104802 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 4.877685e-18 0.000000e+00 energy 3.393965e-08 1.554833e-16 3.393965e-10 displacement 7.059818e-07 8.717345e-12 7.054272e-13 13 Nonlinear solution status: time= 0.229377 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.082784 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 4.293548e-18 0.000000e+00 energy 3.393965e-08 1.710490e-16 3.393965e-10 displacement 7.059818e-07 1.348613e-12 7.054220e-13 14 Nonlinear solution status: time= 0.229377 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.180810 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 8.000343e-18 0.000000e+00 energy 3.393965e-08 2.599139e-16 3.393965e-10 displacement 7.059818e-07 2.630808e-12 7.054163e-13 15 Nonlinear solution status: time= 0.229377 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.276022 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 6.188298e-18 0.000000e+00 energy 3.393965e-08 2.809749e-16 3.393965e-10 displacement 7.059818e-07 2.432579e-12 7.054124e-13 16 Nonlinear solution status: time= 0.229377 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.300112 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 5.774312e-18 0.000000e+00 energy 3.393965e-08 1.601373e-16 3.393965e-10 displacement 7.059818e-07 1.366060e-12 7.054103e-13 17 Nonlinear solution status: time= 0.229377 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.271329 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 4.089037e-18 0.000000e+00 energy 3.393965e-08 1.292239e-16 3.393965e-10 displacement 7.059818e-07 2.633540e-12 7.054123e-13 18 Nonlinear solution status: time= 0.229377 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.316012 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 8.342810e-18 0.000000e+00 energy 3.393965e-08 2.395071e-16 3.393965e-10 displacement 7.059818e-07 5.332755e-12 7.054244e-13 19 Nonlinear solution status: time= 0.229377 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.201460 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 5.706799e-18 0.000000e+00 energy 3.393965e-08 1.504172e-16 3.393965e-10 displacement 7.059818e-07 2.088651e-12 7.054373e-13 20 Nonlinear solution status: time= 0.229377 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.216395 convergence norms : INITIAL CURRENT REQUIRED residual 1.976658e-08 6.130098e-18 0.000000e+00 energy 3.393965e-08 1.275855e-16 3.393965e-10 displacement 7.059818e-07 5.849565e-13 7.054433e-13 convergence summary number of iterations : 20 number of reformations : 2 ------- converged at time : 0.229377 AUTO STEPPER: decreasing time step, dt = 0.0122054 ===== beginning time step 6 : 0.241582 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000241582 Setting parameter "scale" to : 0.000241582 Setting parameter "scale" to : 0.000241582 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.308243e-16 0.000000e+00 energy 2.909345e-08 7.465558e-13 2.909345e-10 displacement 6.101804e-07 6.101804e-07 6.101804e-13 2 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.583717 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 4.471431e-16 0.000000e+00 energy 2.909345e-08 6.173336e-14 2.909345e-10 displacement 6.101804e-07 2.497513e-09 6.118317e-13 3 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.330830 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.583061e-16 0.000000e+00 energy 2.909345e-08 2.222767e-14 2.909345e-10 displacement 6.101804e-07 2.327838e-10 6.129182e-13 4 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.440276 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.378905e-16 0.000000e+00 energy 2.909345e-08 3.603597e-14 2.909345e-10 displacement 6.101804e-07 2.874661e-10 6.129689e-13 5 Nonlinear solution status: time= 0.241582 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.114873 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 6.554184e-16 0.000000e+00 energy 2.909345e-08 2.490057e-14 2.909345e-10 displacement 6.101804e-07 3.047940e-10 6.131898e-13 6 Nonlinear solution status: time= 0.241582 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.159086 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 9.332116e-16 0.000000e+00 energy 2.909345e-08 2.796361e-14 2.909345e-10 displacement 6.101804e-07 7.881543e-10 6.141730e-13 7 Nonlinear solution status: time= 0.241582 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.120531 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.818897e-16 0.000000e+00 energy 2.909345e-08 2.026611e-14 2.909345e-10 displacement 6.101804e-07 8.272384e-10 6.161498e-13 8 Nonlinear solution status: time= 0.241582 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.083085 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 4.604946e-16 0.000000e+00 energy 2.909345e-08 6.447286e-15 2.909345e-10 displacement 6.101804e-07 7.231552e-11 6.166512e-13 9 Nonlinear solution status: time= 0.241582 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.251048 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 8.573689e-16 0.000000e+00 energy 2.909345e-08 2.306475e-14 2.909345e-10 displacement 6.101804e-07 3.062640e-10 6.144110e-13 10 Nonlinear solution status: time= 0.241582 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.075660 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 5.228933e-16 0.000000e+00 energy 2.909345e-08 1.456073e-14 2.909345e-10 displacement 6.101804e-07 4.178035e-10 6.124699e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.536955 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.582666e-16 0.000000e+00 energy 2.909345e-08 8.319121e-15 2.909345e-10 displacement 6.101804e-07 8.120290e-10 6.104351e-13 12 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.120074 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.017931e-16 0.000000e+00 energy 2.909345e-08 2.902890e-15 2.909345e-10 displacement 6.101804e-07 4.795335e-10 6.097603e-13 13 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.080359 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 4.303820e-17 0.000000e+00 energy 2.909345e-08 2.618487e-15 2.909345e-10 displacement 6.101804e-07 1.610885e-10 6.098381e-13 14 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.183820 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 9.221299e-17 0.000000e+00 energy 2.909345e-08 3.786827e-15 2.909345e-10 displacement 6.101804e-07 1.779433e-10 6.102468e-13 15 Nonlinear solution status: time= 0.241582 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.241454 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.649027e-17 0.000000e+00 energy 2.909345e-08 5.775876e-15 2.909345e-10 displacement 6.101804e-07 1.995807e-10 6.109436e-13 16 Nonlinear solution status: time= 0.241582 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.326748 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 6.930616e-17 0.000000e+00 energy 2.909345e-08 6.015544e-15 2.909345e-10 displacement 6.101804e-07 2.894517e-10 6.113023e-13 17 Nonlinear solution status: time= 0.241582 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.510142 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.398104e-16 0.000000e+00 energy 2.909345e-08 8.730438e-15 2.909345e-10 displacement 6.101804e-07 7.707871e-10 6.113595e-13 18 Nonlinear solution status: time= 0.241582 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.209436 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 8.399263e-17 0.000000e+00 energy 2.909345e-08 6.381553e-15 2.909345e-10 displacement 6.101804e-07 7.187947e-10 6.124057e-13 19 Nonlinear solution status: time= 0.241582 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.250149 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.085321e-16 0.000000e+00 energy 2.909345e-08 5.144535e-15 2.909345e-10 displacement 6.101804e-07 3.361187e-10 6.132043e-13 20 Nonlinear solution status: time= 0.241582 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.169934 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.592131e-16 0.000000e+00 energy 2.909345e-08 5.033442e-15 2.909345e-10 displacement 6.101804e-07 1.367557e-10 6.131752e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.510838 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 5.202932e-17 0.000000e+00 energy 2.909345e-08 4.100656e-15 2.909345e-10 displacement 6.101804e-07 9.839807e-10 6.105711e-13 22 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.113989 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.445784e-17 0.000000e+00 energy 2.909345e-08 6.662019e-16 2.909345e-10 displacement 6.101804e-07 2.779664e-10 6.098767e-13 23 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.127645 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.362633e-17 0.000000e+00 energy 2.909345e-08 2.368112e-15 2.909345e-10 displacement 6.101804e-07 2.410946e-10 6.097558e-13 24 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.081390 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.116958e-17 0.000000e+00 energy 2.909345e-08 1.395675e-15 2.909345e-10 displacement 6.101804e-07 4.836194e-11 6.098608e-13 25 Nonlinear solution status: time= 0.241582 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.215804 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.844031e-17 0.000000e+00 energy 2.909345e-08 1.576683e-15 2.909345e-10 displacement 6.101804e-07 2.970810e-11 6.099645e-13 26 Nonlinear solution status: time= 0.241582 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.295157 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.601635e-17 0.000000e+00 energy 2.909345e-08 2.563046e-15 2.909345e-10 displacement 6.101804e-07 1.935902e-10 6.101998e-13 27 Nonlinear solution status: time= 0.241582 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.290348 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.347702e-17 0.000000e+00 energy 2.909345e-08 3.003300e-15 2.909345e-10 displacement 6.101804e-07 3.250203e-10 6.108201e-13 28 Nonlinear solution status: time= 0.241582 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.378977 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.100144e-17 0.000000e+00 energy 2.909345e-08 1.834093e-15 2.909345e-10 displacement 6.101804e-07 7.645058e-11 6.108711e-13 29 Nonlinear solution status: time= 0.241582 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.245282 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.556662e-17 0.000000e+00 energy 2.909345e-08 1.738914e-15 2.909345e-10 displacement 6.101804e-07 6.212798e-11 6.105860e-13 30 Nonlinear solution status: time= 0.241582 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.149659 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.883839e-17 0.000000e+00 energy 2.909345e-08 9.182245e-16 2.909345e-10 displacement 6.101804e-07 6.505929e-11 6.102739e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.377450 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.886600e-17 0.000000e+00 energy 2.909345e-08 1.096635e-15 2.909345e-10 displacement 6.101804e-07 1.296570e-10 6.099167e-13 32 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.114364 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.335074e-17 0.000000e+00 energy 2.909345e-08 1.435433e-16 2.909345e-10 displacement 6.101804e-07 6.929383e-11 6.097651e-13 33 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.136263 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.270590e-17 0.000000e+00 energy 2.909345e-08 8.209383e-16 2.909345e-10 displacement 6.101804e-07 4.718206e-11 6.097193e-13 34 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.087908 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 6.406028e-18 0.000000e+00 energy 2.909345e-08 3.612009e-16 2.909345e-10 displacement 6.101804e-07 1.456434e-11 6.097258e-13 35 Nonlinear solution status: time= 0.241582 stiffness updates = 4 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.205726 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.574388e-18 0.000000e+00 energy 2.909345e-08 3.936123e-16 2.909345e-10 displacement 6.101804e-07 7.487674e-12 6.097248e-13 36 Nonlinear solution status: time= 0.241582 stiffness updates = 5 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.472917 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.373455e-17 0.000000e+00 energy 2.909345e-08 1.147310e-15 2.909345e-10 displacement 6.101804e-07 8.900851e-11 6.097758e-13 37 Nonlinear solution status: time= 0.241582 stiffness updates = 6 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.264605 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.687016e-18 0.000000e+00 energy 2.909345e-08 8.448686e-16 2.909345e-10 displacement 6.101804e-07 7.846455e-11 6.099576e-13 38 Nonlinear solution status: time= 0.241582 stiffness updates = 7 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.417632 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 9.729388e-18 0.000000e+00 energy 2.909345e-08 4.012799e-16 2.909345e-10 displacement 6.101804e-07 1.348804e-11 6.099675e-13 39 Nonlinear solution status: time= 0.241582 stiffness updates = 8 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.219602 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.161010e-17 0.000000e+00 energy 2.909345e-08 3.909056e-16 2.909345e-10 displacement 6.101804e-07 2.000247e-11 6.098879e-13 40 Nonlinear solution status: time= 0.241582 stiffness updates = 9 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.145109 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.289541e-17 0.000000e+00 energy 2.909345e-08 3.705829e-16 2.909345e-10 displacement 6.101804e-07 2.194322e-11 6.098172e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 98 stiffness matrix reformations = 5 step from line search = 0.329945 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 6.072196e-18 0.000000e+00 energy 2.909345e-08 3.267973e-16 2.909345e-10 displacement 6.101804e-07 2.257360e-11 6.097611e-13 42 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 100 stiffness matrix reformations = 5 step from line search = 0.147724 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.779651e-18 0.000000e+00 energy 2.909345e-08 1.417530e-17 2.909345e-10 displacement 6.101804e-07 1.037248e-11 6.097373e-13 43 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.151302 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.440922e-18 0.000000e+00 energy 2.909345e-08 1.432560e-16 2.909345e-10 displacement 6.101804e-07 7.138078e-12 6.097225e-13 44 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.162506 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.263182e-18 0.000000e+00 energy 2.909345e-08 1.854117e-16 2.909345e-10 displacement 6.101804e-07 6.378518e-12 6.097174e-13 45 Nonlinear solution status: time= 0.241582 stiffness updates = 4 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.159881 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.617615e-18 0.000000e+00 energy 2.909345e-08 1.078547e-16 2.909345e-10 displacement 6.101804e-07 1.554455e-12 6.097151e-13 46 Nonlinear solution status: time= 0.241582 stiffness updates = 5 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.253897 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.994906e-18 0.000000e+00 energy 2.909345e-08 1.578568e-16 2.909345e-10 displacement 6.101804e-07 5.811405e-12 6.097144e-13 47 Nonlinear solution status: time= 0.241582 stiffness updates = 6 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.408338 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.384971e-18 0.000000e+00 energy 2.909345e-08 2.896579e-16 2.909345e-10 displacement 6.101804e-07 1.873752e-11 6.097296e-13 48 Nonlinear solution status: time= 0.241582 stiffness updates = 7 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.280545 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 4.621284e-18 0.000000e+00 energy 2.909345e-08 2.860251e-16 2.909345e-10 displacement 6.101804e-07 9.270443e-12 6.097533e-13 49 Nonlinear solution status: time= 0.241582 stiffness updates = 8 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.180219 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 4.534442e-18 0.000000e+00 energy 2.909345e-08 1.356371e-16 2.909345e-10 displacement 6.101804e-07 1.621992e-12 6.097612e-13 50 Nonlinear solution status: time= 0.241582 stiffness updates = 9 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.230924 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.721773e-18 0.000000e+00 energy 2.909345e-08 3.131905e-16 2.909345e-10 displacement 6.101804e-07 4.136707e-12 6.097612e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 121 stiffness matrix reformations = 6 step from line search = 0.375728 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.563208e-18 0.000000e+00 energy 2.909345e-08 1.143076e-16 2.909345e-10 displacement 6.101804e-07 1.198893e-11 6.097363e-13 52 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 123 stiffness matrix reformations = 6 step from line search = 0.113422 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.819847e-18 0.000000e+00 energy 2.909345e-08 6.866192e-18 2.909345e-10 displacement 6.101804e-07 7.451570e-12 6.097272e-13 53 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 125 stiffness matrix reformations = 6 step from line search = 0.145978 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.728707e-18 0.000000e+00 energy 2.909345e-08 9.338440e-17 2.909345e-10 displacement 6.101804e-07 3.136467e-12 6.097242e-13 54 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 128 stiffness matrix reformations = 6 step from line search = 0.100970 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.194682e-18 0.000000e+00 energy 2.909345e-08 4.258105e-17 2.909345e-10 displacement 6.101804e-07 7.524118e-13 6.097237e-13 55 Nonlinear solution status: time= 0.241582 stiffness updates = 4 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.181550 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.258343e-18 0.000000e+00 energy 2.909345e-08 6.465894e-17 2.909345e-10 displacement 6.101804e-07 1.331458e-12 6.097218e-13 56 Nonlinear solution status: time= 0.241582 stiffness updates = 5 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.263866 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.337901e-18 0.000000e+00 energy 2.909345e-08 1.072949e-16 2.909345e-10 displacement 6.101804e-07 8.619276e-12 6.097277e-13 57 Nonlinear solution status: time= 0.241582 stiffness updates = 6 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.492729 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.082337e-18 0.000000e+00 energy 2.909345e-08 1.605739e-16 2.909345e-10 displacement 6.101804e-07 8.612553e-12 6.097429e-13 58 Nonlinear solution status: time= 0.241582 stiffness updates = 7 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.223542 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.714333e-18 0.000000e+00 energy 2.909345e-08 9.959309e-17 2.909345e-10 displacement 6.101804e-07 2.803328e-12 6.097514e-13 59 Nonlinear solution status: time= 0.241582 stiffness updates = 8 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.182631 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.589379e-18 0.000000e+00 energy 2.909345e-08 6.854903e-17 2.909345e-10 displacement 6.101804e-07 1.478936e-12 6.097514e-13 60 Nonlinear solution status: time= 0.241582 stiffness updates = 9 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.201554 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 1.700269e-18 0.000000e+00 energy 2.909345e-08 8.198900e-17 2.909345e-10 displacement 6.101804e-07 2.465389e-12 6.097453e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.241582 stiffness updates = 0 right hand side evaluations = 146 stiffness matrix reformations = 7 step from line search = 0.425279 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 9.894198e-19 0.000000e+00 energy 2.909345e-08 4.550014e-17 2.909345e-10 displacement 6.101804e-07 9.061012e-12 6.097287e-13 62 Nonlinear solution status: time= 0.241582 stiffness updates = 1 right hand side evaluations = 148 stiffness matrix reformations = 7 step from line search = 0.077873 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 7.887337e-19 0.000000e+00 energy 2.909345e-08 7.506247e-18 2.909345e-10 displacement 6.101804e-07 4.847111e-12 6.097259e-13 63 Nonlinear solution status: time= 0.241582 stiffness updates = 2 right hand side evaluations = 151 stiffness matrix reformations = 7 step from line search = 0.076464 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 2.683364e-19 0.000000e+00 energy 2.909345e-08 1.214804e-17 2.909345e-10 displacement 6.101804e-07 8.115313e-13 6.097262e-13 64 Nonlinear solution status: time= 0.241582 stiffness updates = 3 right hand side evaluations = 154 stiffness matrix reformations = 7 step from line search = 0.110447 convergence norms : INITIAL CURRENT REQUIRED residual 1.678996e-08 3.034432e-19 0.000000e+00 energy 2.909345e-08 1.547070e-17 2.909345e-10 displacement 6.101804e-07 3.775295e-13 6.097259e-13 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.241582 AUTO STEPPER: decreasing time step, dt = 0.0108717 ===== beginning time step 7 : 0.252454 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000252454 Setting parameter "scale" to : 0.000252454 Setting parameter "scale" to : 0.000252454 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.252454 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.654233e-16 0.000000e+00 energy 2.287496e-08 5.380155e-13 2.287496e-10 displacement 4.834048e-07 4.834048e-07 4.834048e-13 2 Nonlinear solution status: time= 0.252454 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.606563 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 6.030079e-17 0.000000e+00 energy 2.287496e-08 7.814279e-15 2.287496e-10 displacement 4.834048e-07 2.721436e-10 4.834386e-13 3 Nonlinear solution status: time= 0.252454 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.273428 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 4.869288e-17 0.000000e+00 energy 2.287496e-08 2.081479e-15 2.287496e-10 displacement 4.834048e-07 6.351255e-12 4.834300e-13 4 Nonlinear solution status: time= 0.252454 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.190149 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 5.820870e-17 0.000000e+00 energy 2.287496e-08 2.212852e-15 2.287496e-10 displacement 4.834048e-07 6.964048e-12 4.833696e-13 5 Nonlinear solution status: time= 0.252454 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.163680 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 6.436233e-17 0.000000e+00 energy 2.287496e-08 1.934318e-15 2.287496e-10 displacement 4.834048e-07 1.532582e-11 4.832786e-13 6 Nonlinear solution status: time= 0.252454 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.171290 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 8.611846e-17 0.000000e+00 energy 2.287496e-08 1.445210e-15 2.287496e-10 displacement 4.834048e-07 3.190118e-11 4.831896e-13 7 Nonlinear solution status: time= 0.252454 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.112690 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 7.847105e-17 0.000000e+00 energy 2.287496e-08 1.237954e-15 2.287496e-10 displacement 4.834048e-07 4.186736e-11 4.831563e-13 8 Nonlinear solution status: time= 0.252454 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.170349 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 6.056753e-17 0.000000e+00 energy 2.287496e-08 1.235682e-15 2.287496e-10 displacement 4.834048e-07 1.378437e-11 4.831529e-13 9 Nonlinear solution status: time= 0.252454 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.136551 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 5.887963e-17 0.000000e+00 energy 2.287496e-08 8.555694e-16 2.287496e-10 displacement 4.834048e-07 6.025303e-12 4.831502e-13 10 Nonlinear solution status: time= 0.252454 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.167485 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.273169e-16 0.000000e+00 energy 2.287496e-08 3.443859e-15 2.287496e-10 displacement 4.834048e-07 3.044232e-11 4.831494e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.252454 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.482158 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 4.856138e-17 0.000000e+00 energy 2.287496e-08 4.638728e-16 2.287496e-10 displacement 4.834048e-07 2.848127e-11 4.831104e-13 12 Nonlinear solution status: time= 0.252454 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.049876 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.105776e-17 0.000000e+00 energy 2.287496e-08 3.996415e-18 2.287496e-10 displacement 4.834048e-07 1.209725e-11 4.831062e-13 13 Nonlinear solution status: time= 0.252454 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.107883 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 8.546819e-18 0.000000e+00 energy 2.287496e-08 4.790551e-16 2.287496e-10 displacement 4.834048e-07 3.893280e-12 4.831036e-13 14 Nonlinear solution status: time= 0.252454 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.260318 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.349055e-17 0.000000e+00 energy 2.287496e-08 6.232224e-16 2.287496e-10 displacement 4.834048e-07 1.346902e-11 4.831045e-13 15 Nonlinear solution status: time= 0.252454 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.312248 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 7.342400e-18 0.000000e+00 energy 2.287496e-08 7.207279e-16 2.287496e-10 displacement 4.834048e-07 1.816168e-11 4.831287e-13 16 Nonlinear solution status: time= 0.252454 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.476832 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.024695e-17 0.000000e+00 energy 2.287496e-08 7.244179e-16 2.287496e-10 displacement 4.834048e-07 1.059205e-11 4.831434e-13 17 Nonlinear solution status: time= 0.252454 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.216372 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.099300e-17 0.000000e+00 energy 2.287496e-08 4.672593e-16 2.287496e-10 displacement 4.834048e-07 6.196895e-12 4.831513e-13 18 Nonlinear solution status: time= 0.252454 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.251003 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.439308e-17 0.000000e+00 energy 2.287496e-08 5.854715e-16 2.287496e-10 displacement 4.834048e-07 1.071395e-11 4.831585e-13 19 Nonlinear solution status: time= 0.252454 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.163578 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.693981e-17 0.000000e+00 energy 2.287496e-08 6.631523e-16 2.287496e-10 displacement 4.834048e-07 6.536320e-12 4.831648e-13 20 Nonlinear solution status: time= 0.252454 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.157393 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.760225e-17 0.000000e+00 energy 2.287496e-08 5.297471e-16 2.287496e-10 displacement 4.834048e-07 3.822044e-12 4.831632e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.252454 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.395453 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 8.502630e-18 0.000000e+00 energy 2.287496e-08 2.264945e-16 2.287496e-10 displacement 4.834048e-07 1.799578e-11 4.831216e-13 22 Nonlinear solution status: time= 0.252454 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.090160 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 7.335207e-18 0.000000e+00 energy 2.287496e-08 2.379338e-16 2.287496e-10 displacement 4.834048e-07 1.575386e-11 4.831081e-13 23 Nonlinear solution status: time= 0.252454 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.066420 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.268992e-18 0.000000e+00 energy 2.287496e-08 8.136131e-17 2.287496e-10 displacement 4.834048e-07 2.040807e-12 4.831059e-13 24 Nonlinear solution status: time= 0.252454 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.103225 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.498818e-18 0.000000e+00 energy 2.287496e-08 1.219838e-16 2.287496e-10 displacement 4.834048e-07 1.386417e-12 4.831030e-13 25 Nonlinear solution status: time= 0.252454 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.305807 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.536272e-18 0.000000e+00 energy 2.287496e-08 2.027978e-16 2.287496e-10 displacement 4.834048e-07 7.621076e-12 4.831037e-13 26 Nonlinear solution status: time= 0.252454 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.327802 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.551297e-18 0.000000e+00 energy 2.287496e-08 3.068756e-16 2.287496e-10 displacement 4.834048e-07 2.031121e-11 4.831350e-13 27 Nonlinear solution status: time= 0.252454 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.510132 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.728665e-18 0.000000e+00 energy 2.287496e-08 2.611195e-16 2.287496e-10 displacement 4.834048e-07 6.498357e-12 4.831529e-13 28 Nonlinear solution status: time= 0.252454 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.235502 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.320895e-18 0.000000e+00 energy 2.287496e-08 1.746265e-16 2.287496e-10 displacement 4.834048e-07 5.005482e-12 4.831609e-13 29 Nonlinear solution status: time= 0.252454 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.247742 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 4.484527e-18 0.000000e+00 energy 2.287496e-08 2.069723e-16 2.287496e-10 displacement 4.834048e-07 7.944446e-12 4.831622e-13 30 Nonlinear solution status: time= 0.252454 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.107716 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.982562e-18 0.000000e+00 energy 2.287496e-08 9.916955e-17 2.287496e-10 displacement 4.834048e-07 2.720646e-12 4.831625e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.252454 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.342676 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.651661e-18 0.000000e+00 energy 2.287496e-08 8.679163e-17 2.287496e-10 displacement 4.834048e-07 8.397449e-12 4.831292e-13 32 Nonlinear solution status: time= 0.252454 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.078715 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.868275e-18 0.000000e+00 energy 2.287496e-08 4.291424e-17 2.287496e-10 displacement 4.834048e-07 7.949054e-12 4.831101e-13 33 Nonlinear solution status: time= 0.252454 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.089102 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.958790e-18 0.000000e+00 energy 2.287496e-08 8.405658e-17 2.287496e-10 displacement 4.834048e-07 5.567372e-12 4.831038e-13 34 Nonlinear solution status: time= 0.252454 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.062687 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.100604e-18 0.000000e+00 energy 2.287496e-08 4.450383e-17 2.287496e-10 displacement 4.834048e-07 5.787973e-13 4.831028e-13 35 Nonlinear solution status: time= 0.252454 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.234552 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.742035e-18 0.000000e+00 energy 2.287496e-08 7.919573e-17 2.287496e-10 displacement 4.834048e-07 2.205634e-12 4.831026e-13 36 Nonlinear solution status: time= 0.252454 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.319037 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.891909e-18 0.000000e+00 energy 2.287496e-08 1.839098e-16 2.287496e-10 displacement 4.834048e-07 1.945718e-11 4.831263e-13 37 Nonlinear solution status: time= 0.252454 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.329642 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.206039e-18 0.000000e+00 energy 2.287496e-08 1.201996e-16 2.287496e-10 displacement 4.834048e-07 5.710732e-12 4.831461e-13 38 Nonlinear solution status: time= 0.252454 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.521405 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.666609e-18 0.000000e+00 energy 2.287496e-08 9.525902e-17 2.287496e-10 displacement 4.834048e-07 8.810305e-12 4.831373e-13 39 Nonlinear solution status: time= 0.252454 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.197224 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.193221e-18 0.000000e+00 energy 2.287496e-08 1.001919e-16 2.287496e-10 displacement 4.834048e-07 7.259403e-12 4.831356e-13 40 Nonlinear solution status: time= 0.252454 stiffness updates = 9 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.148016 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.659207e-18 0.000000e+00 energy 2.287496e-08 1.041584e-16 2.287496e-10 displacement 4.834048e-07 5.623225e-12 4.831410e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.252454 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.356841 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 1.870371e-18 0.000000e+00 energy 2.287496e-08 2.447998e-17 2.287496e-10 displacement 4.834048e-07 4.911903e-12 4.831201e-13 42 Nonlinear solution status: time= 0.252454 stiffness updates = 1 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.080105 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.594913e-18 0.000000e+00 energy 2.287496e-08 4.892534e-17 2.287496e-10 displacement 4.834048e-07 5.661951e-12 4.831068e-13 43 Nonlinear solution status: time= 0.252454 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.055232 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 8.936779e-19 0.000000e+00 energy 2.287496e-08 1.482166e-17 2.287496e-10 displacement 4.834048e-07 1.919194e-12 4.831033e-13 44 Nonlinear solution status: time= 0.252454 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.085313 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.726532e-19 0.000000e+00 energy 2.287496e-08 2.481799e-17 2.287496e-10 displacement 4.834048e-07 1.184920e-12 4.831022e-13 45 Nonlinear solution status: time= 0.252454 stiffness updates = 4 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.251083 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 6.776023e-19 0.000000e+00 energy 2.287496e-08 3.419403e-17 2.287496e-10 displacement 4.834048e-07 1.767994e-12 4.831036e-13 46 Nonlinear solution status: time= 0.252454 stiffness updates = 5 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.314092 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 5.742027e-19 0.000000e+00 energy 2.287496e-08 5.396666e-17 2.287496e-10 displacement 4.834048e-07 4.266257e-12 4.831108e-13 47 Nonlinear solution status: time= 0.252454 stiffness updates = 6 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.335939 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.919588e-19 0.000000e+00 energy 2.287496e-08 3.964163e-17 2.287496e-10 displacement 4.834048e-07 2.530964e-12 4.831171e-13 48 Nonlinear solution status: time= 0.252454 stiffness updates = 7 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.502067 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 5.790832e-19 0.000000e+00 energy 2.287496e-08 3.724381e-17 2.287496e-10 displacement 4.834048e-07 3.078338e-12 4.831169e-13 49 Nonlinear solution status: time= 0.252454 stiffness updates = 8 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.204903 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 7.962161e-19 0.000000e+00 energy 2.287496e-08 4.031556e-17 2.287496e-10 displacement 4.834048e-07 3.106555e-12 4.831189e-13 50 Nonlinear solution status: time= 0.252454 stiffness updates = 9 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.103107 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 5.686994e-19 0.000000e+00 energy 2.287496e-08 1.959635e-17 2.287496e-10 displacement 4.834048e-07 1.217000e-12 4.831214e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.252454 stiffness updates = 0 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.373310 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 5.805629e-19 0.000000e+00 energy 2.287496e-08 1.493418e-18 2.287496e-10 displacement 4.834048e-07 2.614917e-12 4.831108e-13 52 Nonlinear solution status: time= 0.252454 stiffness updates = 1 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.069058 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 6.235681e-19 0.000000e+00 energy 2.287496e-08 8.649801e-18 2.287496e-10 displacement 4.834048e-07 2.458541e-12 4.831049e-13 53 Nonlinear solution status: time= 0.252454 stiffness updates = 2 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.081227 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 3.477973e-19 0.000000e+00 energy 2.287496e-08 1.692135e-17 2.287496e-10 displacement 4.834048e-07 1.774213e-12 4.831028e-13 54 Nonlinear solution status: time= 0.252454 stiffness updates = 3 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.041340 convergence norms : INITIAL CURRENT REQUIRED residual 1.308991e-08 2.147669e-19 0.000000e+00 energy 2.287496e-08 4.487621e-18 2.287496e-10 displacement 4.834048e-07 9.139119e-14 4.831026e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.252454 AUTO STEPPER: decreasing time step, dt = 0.0103751 ===== beginning time step 8 : 0.262829 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000262829 Setting parameter "scale" to : 0.000262829 Setting parameter "scale" to : 0.000262829 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.262829 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.340076e-16 0.000000e+00 energy 2.066594e-08 4.759677e-13 2.066594e-10 displacement 4.397059e-07 4.397059e-07 4.397059e-13 2 Nonlinear solution status: time= 0.262829 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599635 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 5.787177e-17 0.000000e+00 energy 2.066594e-08 6.954837e-15 2.066594e-10 displacement 4.397059e-07 1.385206e-10 4.396658e-13 3 Nonlinear solution status: time= 0.262829 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.487531 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 5.380633e-17 0.000000e+00 energy 2.066594e-08 3.251459e-15 2.066594e-10 displacement 4.397059e-07 1.013401e-11 4.396181e-13 4 Nonlinear solution status: time= 0.262829 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.167137 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 5.955939e-17 0.000000e+00 energy 2.066594e-08 2.189701e-15 2.066594e-10 displacement 4.397059e-07 9.227950e-12 4.395756e-13 5 Nonlinear solution status: time= 0.262829 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.138763 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 8.487963e-17 0.000000e+00 energy 2.066594e-08 2.594252e-15 2.066594e-10 displacement 4.397059e-07 1.122269e-11 4.395441e-13 6 Nonlinear solution status: time= 0.262829 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.172537 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 8.815486e-17 0.000000e+00 energy 2.066594e-08 1.047546e-15 2.066594e-10 displacement 4.397059e-07 3.068426e-11 4.395336e-13 7 Nonlinear solution status: time= 0.262829 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.120454 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 6.958585e-17 0.000000e+00 energy 2.066594e-08 5.093908e-16 2.066594e-10 displacement 4.397059e-07 2.268583e-11 4.395615e-13 8 Nonlinear solution status: time= 0.262829 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.152113 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 6.710490e-17 0.000000e+00 energy 2.066594e-08 8.717114e-16 2.066594e-10 displacement 4.397059e-07 6.955390e-12 4.395693e-13 9 Nonlinear solution status: time= 0.262829 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.107387 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 4.735757e-17 0.000000e+00 energy 2.066594e-08 8.111492e-16 2.066594e-10 displacement 4.397059e-07 3.299321e-12 4.395599e-13 10 Nonlinear solution status: time= 0.262829 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.151386 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 7.576803e-17 0.000000e+00 energy 2.066594e-08 2.703265e-15 2.066594e-10 displacement 4.397059e-07 1.993984e-11 4.395504e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.262829 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.437858 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 3.660809e-17 0.000000e+00 energy 2.066594e-08 3.665978e-16 2.066594e-10 displacement 4.397059e-07 2.476540e-11 4.395094e-13 12 Nonlinear solution status: time= 0.262829 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.071039 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.079043e-17 0.000000e+00 energy 2.066594e-08 3.739722e-16 2.066594e-10 displacement 4.397059e-07 8.416658e-12 4.394764e-13 13 Nonlinear solution status: time= 0.262829 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.074959 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.090488e-17 0.000000e+00 energy 2.066594e-08 4.001808e-16 2.066594e-10 displacement 4.397059e-07 7.312789e-12 4.394518e-13 14 Nonlinear solution status: time= 0.262829 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.090751 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.560344e-17 0.000000e+00 energy 2.066594e-08 4.031761e-16 2.066594e-10 displacement 4.397059e-07 6.061401e-12 4.394419e-13 15 Nonlinear solution status: time= 0.262829 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.289128 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.967019e-17 0.000000e+00 energy 2.066594e-08 1.077463e-15 2.066594e-10 displacement 4.397059e-07 4.298113e-11 4.394722e-13 16 Nonlinear solution status: time= 0.262829 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.278566 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.895234e-17 0.000000e+00 energy 2.066594e-08 9.805978e-16 2.066594e-10 displacement 4.397059e-07 1.482746e-11 4.395200e-13 17 Nonlinear solution status: time= 0.262829 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.256030 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.005720e-17 0.000000e+00 energy 2.066594e-08 9.115992e-16 2.066594e-10 displacement 4.397059e-07 1.116422e-11 4.395393e-13 18 Nonlinear solution status: time= 0.262829 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.186828 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.521974e-17 0.000000e+00 energy 2.066594e-08 1.101744e-15 2.066594e-10 displacement 4.397059e-07 2.032378e-11 4.395526e-13 19 Nonlinear solution status: time= 0.262829 stiffness updates = 8 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.130371 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.342382e-17 0.000000e+00 energy 2.066594e-08 1.068413e-15 2.066594e-10 displacement 4.397059e-07 2.450678e-11 4.395849e-13 20 Nonlinear solution status: time= 0.262829 stiffness updates = 9 right hand side evaluations = 53 stiffness matrix reformations = 2 step from line search = 0.117181 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.651310e-17 0.000000e+00 energy 2.066594e-08 8.963305e-16 2.066594e-10 displacement 4.397059e-07 1.874048e-11 4.396258e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.262829 stiffness updates = 0 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.359331 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.503517e-17 0.000000e+00 energy 2.066594e-08 5.795856e-16 2.066594e-10 displacement 4.397059e-07 3.975252e-11 4.395304e-13 22 Nonlinear solution status: time= 0.262829 stiffness updates = 1 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.084439 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.340007e-17 0.000000e+00 energy 2.066594e-08 7.583448e-16 2.066594e-10 displacement 4.397059e-07 2.509122e-11 4.394845e-13 23 Nonlinear solution status: time= 0.262829 stiffness updates = 2 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.059628 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.541198e-17 0.000000e+00 energy 2.066594e-08 3.042072e-16 2.066594e-10 displacement 4.397059e-07 6.203404e-12 4.394631e-13 24 Nonlinear solution status: time= 0.262829 stiffness updates = 3 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.080518 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.363982e-17 0.000000e+00 energy 2.066594e-08 3.341043e-16 2.066594e-10 displacement 4.397059e-07 8.634057e-12 4.394450e-13 25 Nonlinear solution status: time= 0.262829 stiffness updates = 4 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.093899 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 6.595718e-18 0.000000e+00 energy 2.066594e-08 2.454641e-16 2.066594e-10 displacement 4.397059e-07 8.292995e-12 4.394414e-13 26 Nonlinear solution status: time= 0.262829 stiffness updates = 5 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.280854 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 9.841098e-18 0.000000e+00 energy 2.066594e-08 5.637534e-16 2.066594e-10 displacement 4.397059e-07 2.083602e-11 4.394618e-13 27 Nonlinear solution status: time= 0.262829 stiffness updates = 6 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.216241 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 8.295066e-18 0.000000e+00 energy 2.066594e-08 5.691696e-16 2.066594e-10 displacement 4.397059e-07 1.166634e-11 4.394928e-13 28 Nonlinear solution status: time= 0.262829 stiffness updates = 7 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.202726 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 5.442888e-18 0.000000e+00 energy 2.066594e-08 2.557022e-16 2.066594e-10 displacement 4.397059e-07 4.909852e-12 4.394982e-13 29 Nonlinear solution status: time= 0.262829 stiffness updates = 8 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.407725 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.180268e-17 0.000000e+00 energy 2.066594e-08 4.130692e-16 2.066594e-10 displacement 4.397059e-07 2.150820e-11 4.394891e-13 30 Nonlinear solution status: time= 0.262829 stiffness updates = 9 right hand side evaluations = 80 stiffness matrix reformations = 3 step from line search = 0.240469 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 4.906850e-18 0.000000e+00 energy 2.066594e-08 1.251222e-16 2.066594e-10 displacement 4.397059e-07 2.671425e-11 4.395135e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.262829 stiffness updates = 0 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.247708 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 3.756775e-18 0.000000e+00 energy 2.066594e-08 9.316973e-17 2.066594e-10 displacement 4.397059e-07 6.265137e-12 4.394975e-13 32 Nonlinear solution status: time= 0.262829 stiffness updates = 1 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.071036 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 4.223662e-18 0.000000e+00 energy 2.066594e-08 3.253810e-17 2.066594e-10 displacement 4.397059e-07 2.372774e-12 4.394834e-13 33 Nonlinear solution status: time= 0.262829 stiffness updates = 2 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.073871 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 3.895470e-18 0.000000e+00 energy 2.066594e-08 5.644050e-17 2.066594e-10 displacement 4.397059e-07 2.639834e-12 4.394667e-13 34 Nonlinear solution status: time= 0.262829 stiffness updates = 3 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.075068 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.320959e-18 0.000000e+00 energy 2.066594e-08 5.316169e-17 2.066594e-10 displacement 4.397059e-07 3.680833e-12 4.394520e-13 35 Nonlinear solution status: time= 0.262829 stiffness updates = 4 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.096829 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 3.235549e-18 0.000000e+00 energy 2.066594e-08 6.026454e-17 2.066594e-10 displacement 4.397059e-07 2.348463e-12 4.394443e-13 36 Nonlinear solution status: time= 0.262829 stiffness updates = 5 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.207784 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.575287e-18 0.000000e+00 energy 2.066594e-08 7.648836e-17 2.066594e-10 displacement 4.397059e-07 2.957941e-12 4.394408e-13 37 Nonlinear solution status: time= 0.262829 stiffness updates = 6 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.304729 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.680679e-18 0.000000e+00 energy 2.066594e-08 1.000092e-16 2.066594e-10 displacement 4.397059e-07 4.465194e-12 4.394448e-13 38 Nonlinear solution status: time= 0.262829 stiffness updates = 7 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.522839 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.974448e-18 0.000000e+00 energy 2.066594e-08 9.554345e-17 2.066594e-10 displacement 4.397059e-07 3.975812e-12 4.394527e-13 39 Nonlinear solution status: time= 0.262829 stiffness updates = 8 right hand side evaluations = 105 stiffness matrix reformations = 4 step from line search = 0.213352 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.327469e-18 0.000000e+00 energy 2.066594e-08 5.845295e-17 2.066594e-10 displacement 4.397059e-07 2.675905e-12 4.394610e-13 40 Nonlinear solution status: time= 0.262829 stiffness updates = 9 right hand side evaluations = 108 stiffness matrix reformations = 4 step from line search = 0.196858 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.221385e-18 0.000000e+00 energy 2.066594e-08 3.502270e-17 2.066594e-10 displacement 4.397059e-07 1.468582e-12 4.394661e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.262829 stiffness updates = 0 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.272319 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.065309e-18 0.000000e+00 energy 2.066594e-08 1.314698e-17 2.066594e-10 displacement 4.397059e-07 1.902652e-12 4.394595e-13 42 Nonlinear solution status: time= 0.262829 stiffness updates = 1 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.076972 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.987016e-18 0.000000e+00 energy 2.066594e-08 5.158066e-17 2.066594e-10 displacement 4.397059e-07 2.110412e-12 4.394550e-13 43 Nonlinear solution status: time= 0.262829 stiffness updates = 2 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.086567 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 2.137505e-18 0.000000e+00 energy 2.066594e-08 4.660750e-17 2.066594e-10 displacement 4.397059e-07 1.481503e-12 4.394523e-13 44 Nonlinear solution status: time= 0.262829 stiffness updates = 3 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.049367 convergence norms : INITIAL CURRENT REQUIRED residual 1.173726e-08 1.516123e-18 0.000000e+00 energy 2.066594e-08 6.971804e-18 2.066594e-10 displacement 4.397059e-07 2.712818e-13 4.394512e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.262829 AUTO STEPPER: decreasing time step, dt = 0.0101788 ===== beginning time step 9 : 0.273008 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000273008 Setting parameter "scale" to : 0.000273008 Setting parameter "scale" to : 0.000273008 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.273008 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.294905e-16 0.000000e+00 energy 1.973952e-08 4.557171e-13 1.973952e-10 displacement 4.227301e-07 4.227301e-07 4.227301e-13 2 Nonlinear solution status: time= 0.273008 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.619040 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 4.289382e-17 0.000000e+00 energy 1.973952e-08 8.921934e-15 1.973952e-10 displacement 4.227301e-07 1.392124e-10 4.227242e-13 3 Nonlinear solution status: time= 0.273008 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.514296 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 5.967218e-17 0.000000e+00 energy 1.973952e-08 3.094243e-15 1.973952e-10 displacement 4.227301e-07 9.122851e-12 4.226795e-13 4 Nonlinear solution status: time= 0.273008 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.165513 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 6.662059e-17 0.000000e+00 energy 1.973952e-08 2.902365e-15 1.973952e-10 displacement 4.227301e-07 1.226380e-11 4.226390e-13 5 Nonlinear solution status: time= 0.273008 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.147895 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 7.150965e-17 0.000000e+00 energy 1.973952e-08 1.922924e-15 1.973952e-10 displacement 4.227301e-07 1.299629e-11 4.226098e-13 6 Nonlinear solution status: time= 0.273008 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.158331 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 8.921123e-17 0.000000e+00 energy 1.973952e-08 1.775658e-15 1.973952e-10 displacement 4.227301e-07 2.637311e-11 4.225883e-13 7 Nonlinear solution status: time= 0.273008 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.117578 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 7.054329e-17 0.000000e+00 energy 1.973952e-08 1.700426e-15 1.973952e-10 displacement 4.227301e-07 4.586037e-11 4.226164e-13 8 Nonlinear solution status: time= 0.273008 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.114629 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 6.526135e-17 0.000000e+00 energy 1.973952e-08 7.018475e-16 1.973952e-10 displacement 4.227301e-07 4.266018e-12 4.226281e-13 9 Nonlinear solution status: time= 0.273008 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.198228 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 6.300156e-17 0.000000e+00 energy 1.973952e-08 1.647569e-15 1.973952e-10 displacement 4.227301e-07 1.207541e-11 4.226087e-13 10 Nonlinear solution status: time= 0.273008 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.097734 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 3.528868e-17 0.000000e+00 energy 1.973952e-08 1.345093e-15 1.973952e-10 displacement 4.227301e-07 1.184793e-11 4.225917e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.273008 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.477552 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.296644e-17 0.000000e+00 energy 1.973952e-08 6.178910e-16 1.973952e-10 displacement 4.227301e-07 3.983571e-11 4.225073e-13 12 Nonlinear solution status: time= 0.273008 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.109791 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 7.178312e-18 0.000000e+00 energy 1.973952e-08 2.031797e-16 1.973952e-10 displacement 4.227301e-07 2.009777e-11 4.224862e-13 13 Nonlinear solution status: time= 0.273008 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.097678 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 3.809051e-18 0.000000e+00 energy 1.973952e-08 2.114668e-16 1.973952e-10 displacement 4.227301e-07 2.767570e-12 4.224866e-13 14 Nonlinear solution status: time= 0.273008 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.248776 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 6.062224e-18 0.000000e+00 energy 1.973952e-08 3.170182e-16 1.973952e-10 displacement 4.227301e-07 4.819290e-12 4.224988e-13 15 Nonlinear solution status: time= 0.273008 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.296598 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 4.733723e-18 0.000000e+00 energy 1.973952e-08 3.827225e-16 1.973952e-10 displacement 4.227301e-07 6.043183e-12 4.225154e-13 16 Nonlinear solution status: time= 0.273008 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.449328 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 6.617661e-18 0.000000e+00 energy 1.973952e-08 4.635360e-16 1.973952e-10 displacement 4.227301e-07 7.165409e-12 4.225198e-13 17 Nonlinear solution status: time= 0.273008 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.208807 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 5.827202e-18 0.000000e+00 energy 1.973952e-08 2.636879e-16 1.973952e-10 displacement 4.227301e-07 4.179090e-12 4.225221e-13 18 Nonlinear solution status: time= 0.273008 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.266057 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.136807e-17 0.000000e+00 energy 1.973952e-08 4.622668e-16 1.973952e-10 displacement 4.227301e-07 7.040409e-12 4.225240e-13 19 Nonlinear solution status: time= 0.273008 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.140968 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 7.041091e-18 0.000000e+00 energy 1.973952e-08 3.095832e-16 1.973952e-10 displacement 4.227301e-07 5.147769e-12 4.225343e-13 20 Nonlinear solution status: time= 0.273008 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.156064 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 8.104654e-18 0.000000e+00 energy 1.973952e-08 2.746067e-16 1.973952e-10 displacement 4.227301e-07 1.695040e-12 4.225388e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.273008 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.408497 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 4.004126e-18 0.000000e+00 energy 1.973952e-08 1.422163e-16 1.973952e-10 displacement 4.227301e-07 1.420864e-11 4.225028e-13 22 Nonlinear solution status: time= 0.273008 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.096918 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 2.566957e-18 0.000000e+00 energy 1.973952e-08 6.055965e-17 1.973952e-10 displacement 4.227301e-07 1.039330e-11 4.224897e-13 23 Nonlinear solution status: time= 0.273008 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.085631 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.073625e-18 0.000000e+00 energy 1.973952e-08 3.456984e-17 1.973952e-10 displacement 4.227301e-07 1.930747e-12 4.224898e-13 24 Nonlinear solution status: time= 0.273008 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.118448 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 6.552599e-19 0.000000e+00 energy 1.973952e-08 5.647522e-17 1.973952e-10 displacement 4.227301e-07 4.937150e-13 4.224911e-13 25 Nonlinear solution status: time= 0.273008 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.294762 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.098960e-18 0.000000e+00 energy 1.973952e-08 7.013956e-17 1.973952e-10 displacement 4.227301e-07 4.013383e-12 4.224954e-13 26 Nonlinear solution status: time= 0.273008 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.315733 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 9.640333e-19 0.000000e+00 energy 1.973952e-08 1.129523e-16 1.973952e-10 displacement 4.227301e-07 9.407041e-12 4.225149e-13 27 Nonlinear solution status: time= 0.273008 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.484239 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.486993e-18 0.000000e+00 energy 1.973952e-08 1.146284e-16 1.973952e-10 displacement 4.227301e-07 3.887100e-12 4.225221e-13 28 Nonlinear solution status: time= 0.273008 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.258239 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.420289e-18 0.000000e+00 energy 1.973952e-08 7.045846e-17 1.973952e-10 displacement 4.227301e-07 3.189782e-12 4.225199e-13 29 Nonlinear solution status: time= 0.273008 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.205152 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.253586e-18 0.000000e+00 energy 1.973952e-08 6.392100e-17 1.973952e-10 displacement 4.227301e-07 5.740426e-12 4.225167e-13 30 Nonlinear solution status: time= 0.273008 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.160917 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.066405e-18 0.000000e+00 energy 1.973952e-08 3.004139e-17 1.973952e-10 displacement 4.227301e-07 2.863229e-12 4.225148e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.273008 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.355553 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 9.624843e-19 0.000000e+00 energy 1.973952e-08 1.372966e-17 1.973952e-10 displacement 4.227301e-07 4.284450e-12 4.224998e-13 32 Nonlinear solution status: time= 0.273008 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.072195 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 1.149255e-18 0.000000e+00 energy 1.973952e-08 2.261091e-17 1.973952e-10 displacement 4.227301e-07 4.092853e-12 4.224922e-13 33 Nonlinear solution status: time= 0.273008 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.057797 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 5.387167e-19 0.000000e+00 energy 1.973952e-08 1.075907e-17 1.973952e-10 displacement 4.227301e-07 1.302048e-12 4.224914e-13 34 Nonlinear solution status: time= 0.273008 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.059107 convergence norms : INITIAL CURRENT REQUIRED residual 1.113122e-08 2.337146e-19 0.000000e+00 energy 1.973952e-08 1.072655e-17 1.973952e-10 displacement 4.227301e-07 3.631161e-13 4.224914e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.273008 AUTO STEPPER: decreasing time step, dt = 0.010097 ===== beginning time step 10 : 0.283105 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000283105 Setting parameter "scale" to : 0.000283105 Setting parameter "scale" to : 0.000283105 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.283105 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.283615e-16 0.000000e+00 energy 1.927826e-08 4.486673e-13 1.927826e-10 displacement 4.154901e-07 4.154901e-07 4.154901e-13 2 Nonlinear solution status: time= 0.283105 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.612336 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 5.331761e-17 0.000000e+00 energy 1.927826e-08 1.171832e-14 1.927826e-10 displacement 4.154901e-07 2.923690e-10 4.156177e-13 3 Nonlinear solution status: time= 0.283105 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.456993 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 8.993554e-17 0.000000e+00 energy 1.927826e-08 4.350027e-15 1.927826e-10 displacement 4.154901e-07 1.254077e-11 4.155871e-13 4 Nonlinear solution status: time= 0.283105 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.162283 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 9.964040e-17 0.000000e+00 energy 1.927826e-08 4.123308e-15 1.927826e-10 displacement 4.154901e-07 1.671714e-11 4.155344e-13 5 Nonlinear solution status: time= 0.283105 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.255465 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.726168e-16 0.000000e+00 energy 1.927826e-08 6.281020e-15 1.927826e-10 displacement 4.154901e-07 6.018412e-11 4.154615e-13 6 Nonlinear solution status: time= 0.283105 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.134815 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.986549e-16 0.000000e+00 energy 1.927826e-08 5.060817e-15 1.927826e-10 displacement 4.154901e-07 7.191115e-11 4.154850e-13 7 Nonlinear solution status: time= 0.283105 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.078110 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.179561e-16 0.000000e+00 energy 1.927826e-08 1.546372e-15 1.927826e-10 displacement 4.154901e-07 4.764378e-11 4.155797e-13 8 Nonlinear solution status: time= 0.283105 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.110761 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.080553e-16 0.000000e+00 energy 1.927826e-08 1.634557e-15 1.927826e-10 displacement 4.154901e-07 6.388684e-12 4.155885e-13 9 Nonlinear solution status: time= 0.283105 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.215606 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.135312e-16 0.000000e+00 energy 1.927826e-08 2.483312e-15 1.927826e-10 displacement 4.154901e-07 3.353656e-11 4.154809e-13 10 Nonlinear solution status: time= 0.283105 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.135027 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 9.785737e-17 0.000000e+00 energy 1.927826e-08 4.635462e-15 1.927826e-10 displacement 4.154901e-07 6.794795e-11 4.154069e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.283105 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.519237 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 3.108670e-17 0.000000e+00 energy 1.927826e-08 1.312309e-15 1.927826e-10 displacement 4.154901e-07 5.865089e-11 4.152901e-13 12 Nonlinear solution status: time= 0.283105 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.109049 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.546115e-17 0.000000e+00 energy 1.927826e-08 2.694864e-16 1.927826e-10 displacement 4.154901e-07 1.612624e-11 4.152564e-13 13 Nonlinear solution status: time= 0.283105 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.099815 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 6.351386e-18 0.000000e+00 energy 1.927826e-08 1.825552e-16 1.927826e-10 displacement 4.154901e-07 3.244527e-12 4.152483e-13 14 Nonlinear solution status: time= 0.283105 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.177271 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 6.624569e-18 0.000000e+00 energy 1.927826e-08 2.546897e-16 1.927826e-10 displacement 4.154901e-07 1.712084e-12 4.152468e-13 15 Nonlinear solution status: time= 0.283105 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.261510 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 7.262190e-18 0.000000e+00 energy 1.927826e-08 4.626396e-16 1.927826e-10 displacement 4.154901e-07 5.512541e-12 4.152536e-13 16 Nonlinear solution status: time= 0.283105 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.285594 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 6.525431e-18 0.000000e+00 energy 1.927826e-08 3.777282e-16 1.927826e-10 displacement 4.154901e-07 3.377760e-12 4.152678e-13 17 Nonlinear solution status: time= 0.283105 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.237511 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 7.419130e-18 0.000000e+00 energy 1.927826e-08 2.174594e-16 1.927826e-10 displacement 4.154901e-07 1.701984e-12 4.152775e-13 18 Nonlinear solution status: time= 0.283105 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.156925 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 8.436904e-18 0.000000e+00 energy 1.927826e-08 2.149269e-16 1.927826e-10 displacement 4.154901e-07 2.031394e-12 4.152836e-13 19 Nonlinear solution status: time= 0.283105 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.172120 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.054525e-17 0.000000e+00 energy 1.927826e-08 3.563473e-16 1.927826e-10 displacement 4.154901e-07 4.744363e-12 4.152939e-13 20 Nonlinear solution status: time= 0.283105 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.128328 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.010182e-17 0.000000e+00 energy 1.927826e-08 2.910260e-16 1.927826e-10 displacement 4.154901e-07 4.227746e-12 4.153087e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.283105 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.284304 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 5.845330e-18 0.000000e+00 energy 1.927826e-08 1.660993e-16 1.927826e-10 displacement 4.154901e-07 7.504990e-12 4.152819e-13 22 Nonlinear solution status: time= 0.283105 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.096646 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 5.443666e-18 0.000000e+00 energy 1.927826e-08 1.397673e-16 1.927826e-10 displacement 4.154901e-07 9.311990e-12 4.152635e-13 23 Nonlinear solution status: time= 0.283105 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.057760 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 2.826667e-18 0.000000e+00 energy 1.927826e-08 5.039108e-17 1.927826e-10 displacement 4.154901e-07 2.303176e-12 4.152592e-13 24 Nonlinear solution status: time= 0.283105 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.077405 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.928791e-18 0.000000e+00 energy 1.927826e-08 7.612156e-17 1.927826e-10 displacement 4.154901e-07 1.033438e-12 4.152570e-13 25 Nonlinear solution status: time= 0.283105 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.126287 convergence norms : INITIAL CURRENT REQUIRED residual 1.079539e-08 1.296283e-18 0.000000e+00 energy 1.927826e-08 5.652864e-17 1.927826e-10 displacement 4.154901e-07 4.141078e-13 4.152557e-13 convergence summary number of iterations : 25 number of reformations : 3 ------- converged at time : 0.283105 AUTO STEPPER: decreasing time step, dt = 0.0100613 ===== beginning time step 11 : 0.293166 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000293166 Setting parameter "scale" to : 0.000293166 Setting parameter "scale" to : 0.000293166 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 2.133685e-16 0.000000e+00 energy 1.900078e-08 4.531488e-13 1.900078e-10 displacement 4.121210e-07 4.121210e-07 4.121210e-13 2 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.577601 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.143106e-16 0.000000e+00 energy 1.900078e-08 8.272965e-14 1.900078e-10 displacement 4.121210e-07 2.706210e-09 4.142575e-13 3 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.175343 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.249175e-16 0.000000e+00 energy 1.900078e-08 2.429014e-14 1.900078e-10 displacement 4.121210e-07 1.561834e-10 4.152889e-13 4 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.251607 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.160685e-16 0.000000e+00 energy 1.900078e-08 2.612812e-14 1.900078e-10 displacement 4.121210e-07 1.724015e-10 4.154944e-13 5 Nonlinear solution status: time= 0.293166 stiffness updates = 4 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.158686 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 7.720629e-16 0.000000e+00 energy 1.900078e-08 4.012507e-14 1.900078e-10 displacement 4.121210e-07 6.604784e-10 4.160244e-13 6 Nonlinear solution status: time= 0.293166 stiffness updates = 5 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.102860 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 7.002827e-16 0.000000e+00 energy 1.900078e-08 3.128152e-14 1.900078e-10 displacement 4.121210e-07 4.933474e-10 4.170725e-13 7 Nonlinear solution status: time= 0.293166 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.167249 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.154654e-15 0.000000e+00 energy 1.900078e-08 2.983746e-14 1.900078e-10 displacement 4.121210e-07 6.132578e-10 4.183494e-13 8 Nonlinear solution status: time= 0.293166 stiffness updates = 7 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.112173 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.451726e-15 0.000000e+00 energy 1.900078e-08 3.333169e-14 1.900078e-10 displacement 4.121210e-07 6.555197e-10 4.199165e-13 9 Nonlinear solution status: time= 0.293166 stiffness updates = 8 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.083635 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.818023e-16 0.000000e+00 energy 1.900078e-08 1.162717e-14 1.900078e-10 displacement 4.121210e-07 6.860430e-11 4.198418e-13 10 Nonlinear solution status: time= 0.293166 stiffness updates = 9 right hand side evaluations = 26 stiffness matrix reformations = 1 step from line search = 0.265294 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.277121e-15 0.000000e+00 energy 1.900078e-08 3.466998e-14 1.900078e-10 displacement 4.121210e-07 5.463527e-10 4.167420e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.951350e-16 0.000000e+00 energy 1.900078e-08 6.305050e-14 1.900078e-10 displacement 4.121210e-07 6.124064e-09 4.122248e-13 12 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.033238 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.088185e-16 0.000000e+00 energy 1.900078e-08 4.294265e-15 1.900078e-10 displacement 4.121210e-07 4.828104e-11 4.122268e-13 13 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.112221 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.490809e-16 0.000000e+00 energy 1.900078e-08 1.336705e-14 1.900078e-10 displacement 4.121210e-07 1.541330e-10 4.120533e-13 14 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.310914 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.881962e-16 0.000000e+00 energy 1.900078e-08 4.539646e-14 1.900078e-10 displacement 4.121210e-07 3.334484e-09 4.138595e-13 15 Nonlinear solution status: time= 0.293166 stiffness updates = 4 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.279043 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.756440e-16 0.000000e+00 energy 1.900078e-08 6.942063e-14 1.900078e-10 displacement 4.121210e-07 7.776995e-09 4.284475e-13 16 Nonlinear solution status: time= 0.293166 stiffness updates = 5 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.262198 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.804349e-16 0.000000e+00 energy 1.900078e-08 4.797990e-14 1.900078e-10 displacement 4.121210e-07 1.656079e-09 4.382062e-13 17 Nonlinear solution status: time= 0.293166 stiffness updates = 6 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.424008 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 8.628818e-16 0.000000e+00 energy 1.900078e-08 8.167947e-14 1.900078e-10 displacement 4.121210e-07 2.528668e-09 4.409916e-13 18 Nonlinear solution status: time= 0.293166 stiffness updates = 7 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.159482 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 9.152928e-16 0.000000e+00 energy 1.900078e-08 4.011967e-14 1.900078e-10 displacement 4.121210e-07 1.536158e-09 4.378209e-13 19 Nonlinear solution status: time= 0.293166 stiffness updates = 8 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.170765 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.347970e-15 0.000000e+00 energy 1.900078e-08 5.602008e-14 1.900078e-10 displacement 4.121210e-07 3.716237e-09 4.331758e-13 20 Nonlinear solution status: time= 0.293166 stiffness updates = 9 right hand side evaluations = 54 stiffness matrix reformations = 2 step from line search = 0.109149 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.395963e-15 0.000000e+00 energy 1.900078e-08 2.416257e-14 1.900078e-10 displacement 4.121210e-07 1.715835e-09 4.317407e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.543352 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 7.902082e-16 0.000000e+00 energy 1.900078e-08 2.299988e-14 1.900078e-10 displacement 4.121210e-07 5.664396e-09 4.172410e-13 22 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.103657 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.080241e-15 0.000000e+00 energy 1.900078e-08 4.661930e-14 1.900078e-10 displacement 4.121210e-07 2.931181e-09 4.122635e-13 23 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.072006 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.039643e-16 0.000000e+00 energy 1.900078e-08 1.321492e-14 1.900078e-10 displacement 4.121210e-07 1.201149e-09 4.119798e-13 24 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.069730 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.083139e-16 0.000000e+00 energy 1.900078e-08 9.908967e-15 1.900078e-10 displacement 4.121210e-07 5.349546e-10 4.130544e-13 25 Nonlinear solution status: time= 0.293166 stiffness updates = 4 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.281954 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.954947e-16 0.000000e+00 energy 1.900078e-08 2.657915e-14 1.900078e-10 displacement 4.121210e-07 2.648102e-09 4.184781e-13 26 Nonlinear solution status: time= 0.293166 stiffness updates = 5 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.259089 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.471797e-16 0.000000e+00 energy 1.900078e-08 4.735894e-14 1.900078e-10 displacement 4.121210e-07 6.537925e-09 4.354417e-13 27 Nonlinear solution status: time= 0.293166 stiffness updates = 6 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.278481 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.825791e-16 0.000000e+00 energy 1.900078e-08 2.974448e-14 1.900078e-10 displacement 4.121210e-07 1.579069e-09 4.434853e-13 28 Nonlinear solution status: time= 0.293166 stiffness updates = 7 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.381679 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.503432e-16 0.000000e+00 energy 1.900078e-08 2.561350e-14 1.900078e-10 displacement 4.121210e-07 2.546796e-09 4.355539e-13 29 Nonlinear solution status: time= 0.293166 stiffness updates = 8 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.197933 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.613324e-16 0.000000e+00 energy 1.900078e-08 1.728023e-14 1.900078e-10 displacement 4.121210e-07 2.346988e-09 4.270838e-13 30 Nonlinear solution status: time= 0.293166 stiffness updates = 9 right hand side evaluations = 80 stiffness matrix reformations = 3 step from line search = 0.157910 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.970336e-16 0.000000e+00 energy 1.900078e-08 1.248011e-14 1.900078e-10 displacement 4.121210e-07 1.638122e-09 4.213086e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.463436 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 2.296224e-16 0.000000e+00 energy 1.900078e-08 1.430330e-14 1.900078e-10 displacement 4.121210e-07 2.749211e-09 4.142804e-13 32 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.101772 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.525531e-16 0.000000e+00 energy 1.900078e-08 1.193214e-15 1.900078e-10 displacement 4.121210e-07 8.124197e-10 4.124508e-13 33 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.189797 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.038359e-16 0.000000e+00 energy 1.900078e-08 4.118907e-15 1.900078e-10 displacement 4.121210e-07 2.289258e-10 4.119215e-13 34 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.161914 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.288655e-17 0.000000e+00 energy 1.900078e-08 1.941610e-15 1.900078e-10 displacement 4.121210e-07 1.006512e-10 4.118507e-13 35 Nonlinear solution status: time= 0.293166 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.421685 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 7.050666e-17 0.000000e+00 energy 1.900078e-08 3.598249e-15 1.900078e-10 displacement 4.121210e-07 1.361180e-10 4.120537e-13 36 Nonlinear solution status: time= 0.293166 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.247456 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.207231e-17 0.000000e+00 energy 1.900078e-08 2.534170e-15 1.900078e-10 displacement 4.121210e-07 7.632640e-11 4.123553e-13 37 Nonlinear solution status: time= 0.293166 stiffness updates = 6 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.388344 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.082880e-16 0.000000e+00 energy 1.900078e-08 4.478816e-15 1.900078e-10 displacement 4.121210e-07 1.000658e-10 4.126073e-13 38 Nonlinear solution status: time= 0.293166 stiffness updates = 7 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.166325 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.036028e-16 0.000000e+00 energy 1.900078e-08 2.086448e-15 1.900078e-10 displacement 4.121210e-07 5.889475e-11 4.127223e-13 39 Nonlinear solution status: time= 0.293166 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.219770 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.467667e-16 0.000000e+00 energy 1.900078e-08 4.628223e-15 1.900078e-10 displacement 4.121210e-07 1.052839e-10 4.127586e-13 40 Nonlinear solution status: time= 0.293166 stiffness updates = 9 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.137290 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.146460e-16 0.000000e+00 energy 1.900078e-08 1.726859e-15 1.900078e-10 displacement 4.121210e-07 4.934720e-11 4.127295e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.417102 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.979444e-17 0.000000e+00 energy 1.900078e-08 1.434721e-15 1.900078e-10 displacement 4.121210e-07 2.336457e-10 4.121289e-13 42 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.086653 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.434358e-17 0.000000e+00 energy 1.900078e-08 7.446309e-16 1.900078e-10 displacement 4.121210e-07 1.482527e-10 4.119499e-13 43 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.098102 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.599710e-17 0.000000e+00 energy 1.900078e-08 3.173174e-16 1.900078e-10 displacement 4.121210e-07 2.000356e-11 4.119128e-13 44 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.119127 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.063920e-17 0.000000e+00 energy 1.900078e-08 5.522713e-16 1.900078e-10 displacement 4.121210e-07 7.738110e-12 4.118802e-13 45 Nonlinear solution status: time= 0.293166 stiffness updates = 4 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.189143 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.581848e-17 0.000000e+00 energy 1.900078e-08 7.977904e-16 1.900078e-10 displacement 4.121210e-07 1.145773e-11 4.118420e-13 46 Nonlinear solution status: time= 0.293166 stiffness updates = 5 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.263872 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.782454e-17 0.000000e+00 energy 1.900078e-08 9.271953e-16 1.900078e-10 displacement 4.121210e-07 3.229537e-11 4.118238e-13 47 Nonlinear solution status: time= 0.293166 stiffness updates = 6 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.248262 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.970674e-17 0.000000e+00 energy 1.900078e-08 8.629822e-16 1.900078e-10 displacement 4.121210e-07 3.338317e-11 4.118741e-13 48 Nonlinear solution status: time= 0.293166 stiffness updates = 7 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.242605 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 2.192758e-17 0.000000e+00 energy 1.900078e-08 1.233419e-15 1.900078e-10 displacement 4.121210e-07 6.813176e-11 4.120548e-13 49 Nonlinear solution status: time= 0.293166 stiffness updates = 8 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.191740 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.851714e-17 0.000000e+00 energy 1.900078e-08 1.337738e-15 1.900078e-10 displacement 4.121210e-07 7.239730e-11 4.123631e-13 50 Nonlinear solution status: time= 0.293166 stiffness updates = 9 right hand side evaluations = 131 stiffness matrix reformations = 5 step from line search = 0.305568 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.286224e-17 0.000000e+00 energy 1.900078e-08 1.637491e-15 1.900078e-10 displacement 4.121210e-07 2.755021e-11 4.125030e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.419566 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.694547e-17 0.000000e+00 energy 1.900078e-08 7.015270e-16 1.900078e-10 displacement 4.121210e-07 1.588747e-10 4.120485e-13 52 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.095342 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 9.713720e-18 0.000000e+00 energy 1.900078e-08 2.038607e-18 1.900078e-10 displacement 4.121210e-07 7.325880e-11 4.119027e-13 53 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.160918 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 7.801502e-18 0.000000e+00 energy 1.900078e-08 3.484673e-16 1.900078e-10 displacement 4.121210e-07 2.285340e-11 4.118659e-13 54 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.163703 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.264709e-18 0.000000e+00 energy 1.900078e-08 1.765416e-16 1.900078e-10 displacement 4.121210e-07 5.909999e-12 4.118613e-13 55 Nonlinear solution status: time= 0.293166 stiffness updates = 4 right hand side evaluations = 143 stiffness matrix reformations = 6 step from line search = 0.277001 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.159055e-18 0.000000e+00 energy 1.900078e-08 1.467508e-16 1.900078e-10 displacement 4.121210e-07 2.297141e-12 4.118603e-13 56 Nonlinear solution status: time= 0.293166 stiffness updates = 5 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.298965 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.276714e-18 0.000000e+00 energy 1.900078e-08 1.517932e-16 1.900078e-10 displacement 4.121210e-07 5.027858e-12 4.118655e-13 57 Nonlinear solution status: time= 0.293166 stiffness updates = 6 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.381542 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.051915e-18 0.000000e+00 energy 1.900078e-08 2.928908e-16 1.900078e-10 displacement 4.121210e-07 1.039883e-11 4.118872e-13 58 Nonlinear solution status: time= 0.293166 stiffness updates = 7 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.257849 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 5.951241e-18 0.000000e+00 energy 1.900078e-08 2.708989e-16 1.900078e-10 displacement 4.121210e-07 1.077816e-11 4.119247e-13 59 Nonlinear solution status: time= 0.293166 stiffness updates = 8 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.139137 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 4.436752e-18 0.000000e+00 energy 1.900078e-08 1.133370e-16 1.900078e-10 displacement 4.121210e-07 2.033028e-12 4.119439e-13 60 Nonlinear solution status: time= 0.293166 stiffness updates = 9 right hand side evaluations = 155 stiffness matrix reformations = 6 step from line search = 0.214904 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 6.118425e-18 0.000000e+00 energy 1.900078e-08 1.578512e-16 1.900078e-10 displacement 4.121210e-07 2.292560e-12 4.119391e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.293166 stiffness updates = 0 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.361312 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 3.306801e-18 0.000000e+00 energy 1.900078e-08 7.776333e-17 1.900078e-10 displacement 4.121210e-07 1.250410e-11 4.119005e-13 62 Nonlinear solution status: time= 0.293166 stiffness updates = 1 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.093835 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.952791e-18 0.000000e+00 energy 1.900078e-08 3.688074e-17 1.900078e-10 displacement 4.121210e-07 9.523847e-12 4.118836e-13 63 Nonlinear solution status: time= 0.293166 stiffness updates = 2 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.112906 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 1.447025e-18 0.000000e+00 energy 1.900078e-08 7.517632e-17 1.900078e-10 displacement 4.121210e-07 4.952088e-12 4.118795e-13 64 Nonlinear solution status: time= 0.293166 stiffness updates = 3 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.096010 convergence norms : INITIAL CURRENT REQUIRED residual 1.056661e-08 7.634128e-19 0.000000e+00 energy 1.900078e-08 3.256783e-17 1.900078e-10 displacement 4.121210e-07 2.714905e-13 4.118783e-13 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.293166 AUTO STEPPER: decreasing time step, dt = 0.0100242 ===== beginning time step 12 : 0.30319 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.00030319 Setting parameter "scale" to : 0.00030319 Setting parameter "scale" to : 0.00030319 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.30319 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.546560e-16 0.000000e+00 energy 1.872226e-08 4.475896e-13 1.872226e-10 displacement 4.086276e-07 4.086276e-07 4.086276e-13 2 Nonlinear solution status: time= 0.30319 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.578579 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.876034e-16 0.000000e+00 energy 1.872226e-08 2.730493e-14 1.872226e-10 displacement 4.086276e-07 4.552377e-10 4.087848e-13 3 Nonlinear solution status: time= 0.30319 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.530745 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.000139e-16 0.000000e+00 energy 1.872226e-08 9.852494e-15 1.872226e-10 displacement 4.086276e-07 3.862350e-11 4.088359e-13 4 Nonlinear solution status: time= 0.30319 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.164162 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.499983e-16 0.000000e+00 energy 1.872226e-08 9.572069e-15 1.872226e-10 displacement 4.086276e-07 5.264594e-11 4.089166e-13 5 Nonlinear solution status: time= 0.30319 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.155499 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.973573e-16 0.000000e+00 energy 1.872226e-08 9.029107e-15 1.872226e-10 displacement 4.086276e-07 1.186254e-10 4.091558e-13 6 Nonlinear solution status: time= 0.30319 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.165446 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 3.998381e-16 0.000000e+00 energy 1.872226e-08 1.396553e-14 1.872226e-10 displacement 4.086276e-07 3.326177e-10 4.099701e-13 7 Nonlinear solution status: time= 0.30319 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.158970 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.449480e-16 0.000000e+00 energy 1.872226e-08 7.574990e-15 1.872226e-10 displacement 4.086276e-07 1.252207e-10 4.106118e-13 8 Nonlinear solution status: time= 0.30319 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.153805 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.241311e-16 0.000000e+00 energy 1.872226e-08 3.708290e-15 1.872226e-10 displacement 4.086276e-07 1.415158e-11 4.104452e-13 9 Nonlinear solution status: time= 0.30319 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.228466 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.752855e-16 0.000000e+00 energy 1.872226e-08 7.151296e-15 1.872226e-10 displacement 4.086276e-07 1.756604e-10 4.096119e-13 10 Nonlinear solution status: time= 0.30319 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.205664 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.683763e-16 0.000000e+00 energy 1.872226e-08 1.261996e-14 1.872226e-10 displacement 4.086276e-07 1.931337e-10 4.090320e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.30319 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.430735 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.109117e-16 0.000000e+00 energy 1.872226e-08 3.133372e-15 1.872226e-10 displacement 4.086276e-07 1.937041e-10 4.085617e-13 12 Nonlinear solution status: time= 0.30319 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.109535 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 5.952690e-17 0.000000e+00 energy 1.872226e-08 7.165477e-16 1.872226e-10 displacement 4.086276e-07 8.181518e-11 4.084068e-13 13 Nonlinear solution status: time= 0.30319 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.089311 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.939368e-17 0.000000e+00 energy 1.872226e-08 5.800799e-16 1.872226e-10 displacement 4.086276e-07 8.751257e-12 4.083761e-13 14 Nonlinear solution status: time= 0.30319 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.107944 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.265864e-17 0.000000e+00 energy 1.872226e-08 4.655666e-16 1.872226e-10 displacement 4.086276e-07 5.091152e-12 4.083651e-13 15 Nonlinear solution status: time= 0.30319 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.270212 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.231042e-17 0.000000e+00 energy 1.872226e-08 9.421933e-16 1.872226e-10 displacement 4.086276e-07 2.075346e-11 4.083694e-13 16 Nonlinear solution status: time= 0.30319 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.261181 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.012386e-17 0.000000e+00 energy 1.872226e-08 5.515885e-16 1.872226e-10 displacement 4.086276e-07 1.342380e-11 4.084043e-13 17 Nonlinear solution status: time= 0.30319 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.248263 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.414448e-17 0.000000e+00 energy 1.872226e-08 3.302325e-16 1.872226e-10 displacement 4.086276e-07 3.097254e-12 4.084218e-13 18 Nonlinear solution status: time= 0.30319 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.149260 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 9.997577e-18 0.000000e+00 energy 1.872226e-08 2.442201e-16 1.872226e-10 displacement 4.086276e-07 3.904836e-12 4.084321e-13 19 Nonlinear solution status: time= 0.30319 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.188049 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.298207e-17 0.000000e+00 energy 1.872226e-08 3.190342e-16 1.872226e-10 displacement 4.086276e-07 7.785448e-12 4.084345e-13 20 Nonlinear solution status: time= 0.30319 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.081450 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.099071e-17 0.000000e+00 energy 1.872226e-08 1.742421e-16 1.872226e-10 displacement 4.086276e-07 4.359910e-12 4.084391e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.30319 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.246018 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 7.022653e-18 0.000000e+00 energy 1.872226e-08 2.291746e-16 1.872226e-10 displacement 4.086276e-07 1.380040e-11 4.084099e-13 22 Nonlinear solution status: time= 0.30319 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.089761 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.250040e-17 0.000000e+00 energy 1.872226e-08 4.332656e-16 1.872226e-10 displacement 4.086276e-07 1.732216e-11 4.084041e-13 23 Nonlinear solution status: time= 0.30319 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.062644 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.048779e-17 0.000000e+00 energy 1.872226e-08 8.884147e-17 1.872226e-10 displacement 4.086276e-07 3.195904e-12 4.084067e-13 24 Nonlinear solution status: time= 0.30319 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.064889 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 7.910954e-18 0.000000e+00 energy 1.872226e-08 1.438598e-16 1.872226e-10 displacement 4.086276e-07 2.273218e-12 4.084084e-13 25 Nonlinear solution status: time= 0.30319 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.082307 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 4.755805e-18 0.000000e+00 energy 1.872226e-08 9.502866e-17 1.872226e-10 displacement 4.086276e-07 7.542384e-13 4.084038e-13 26 Nonlinear solution status: time= 0.30319 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.274702 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 6.350184e-18 0.000000e+00 energy 1.872226e-08 3.195229e-16 1.872226e-10 displacement 4.086276e-07 1.047745e-11 4.083913e-13 27 Nonlinear solution status: time= 0.30319 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.330768 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 4.019753e-18 0.000000e+00 energy 1.872226e-08 4.165284e-16 1.872226e-10 displacement 4.086276e-07 3.407927e-11 4.084212e-13 28 Nonlinear solution status: time= 0.30319 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.485779 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 4.743298e-18 0.000000e+00 energy 1.872226e-08 3.518799e-16 1.872226e-10 displacement 4.086276e-07 8.302351e-12 4.084449e-13 29 Nonlinear solution status: time= 0.30319 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.361219 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 8.140057e-18 0.000000e+00 energy 1.872226e-08 4.267028e-16 1.872226e-10 displacement 4.086276e-07 9.235179e-12 4.084486e-13 30 Nonlinear solution status: time= 0.30319 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.137473 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 5.938352e-18 0.000000e+00 energy 1.872226e-08 1.638009e-16 1.872226e-10 displacement 4.086276e-07 6.252124e-12 4.084527e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.30319 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.288008 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 3.890602e-18 0.000000e+00 energy 1.872226e-08 1.670780e-16 1.872226e-10 displacement 4.086276e-07 1.142670e-11 4.084208e-13 32 Nonlinear solution status: time= 0.30319 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.094849 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 3.455544e-18 0.000000e+00 energy 1.872226e-08 5.908796e-17 1.872226e-10 displacement 4.086276e-07 1.061002e-11 4.084071e-13 33 Nonlinear solution status: time= 0.30319 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.076195 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.549618e-18 0.000000e+00 energy 1.872226e-08 5.707790e-17 1.872226e-10 displacement 4.086276e-07 2.854558e-12 4.084034e-13 34 Nonlinear solution status: time= 0.30319 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.080824 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.661019e-18 0.000000e+00 energy 1.872226e-08 5.375424e-17 1.872226e-10 displacement 4.086276e-07 1.602388e-12 4.084014e-13 35 Nonlinear solution status: time= 0.30319 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.111853 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.214777e-18 0.000000e+00 energy 1.872226e-08 4.955020e-17 1.872226e-10 displacement 4.086276e-07 1.072193e-12 4.083983e-13 36 Nonlinear solution status: time= 0.30319 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.229669 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.678088e-18 0.000000e+00 energy 1.872226e-08 7.302844e-17 1.872226e-10 displacement 4.086276e-07 2.145094e-12 4.083965e-13 37 Nonlinear solution status: time= 0.30319 stiffness updates = 6 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.303991 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.475517e-18 0.000000e+00 energy 1.872226e-08 1.198718e-16 1.872226e-10 displacement 4.086276e-07 9.905216e-12 4.084078e-13 38 Nonlinear solution status: time= 0.30319 stiffness updates = 7 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.453078 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.769517e-18 0.000000e+00 energy 1.872226e-08 1.500683e-16 1.872226e-10 displacement 4.086276e-07 6.300964e-12 4.084278e-13 39 Nonlinear solution status: time= 0.30319 stiffness updates = 8 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.248058 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.426875e-18 0.000000e+00 energy 1.872226e-08 6.177067e-17 1.872226e-10 displacement 4.086276e-07 1.088142e-12 4.084336e-13 40 Nonlinear solution status: time= 0.30319 stiffness updates = 9 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.252981 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 2.359614e-18 0.000000e+00 energy 1.872226e-08 1.104287e-16 1.872226e-10 displacement 4.086276e-07 2.392877e-12 4.084288e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.30319 stiffness updates = 0 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.303918 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.329002e-18 0.000000e+00 energy 1.872226e-08 5.618266e-17 1.872226e-10 displacement 4.086276e-07 4.939321e-12 4.084126e-13 42 Nonlinear solution status: time= 0.30319 stiffness updates = 1 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.088768 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 1.497854e-18 0.000000e+00 energy 1.872226e-08 2.540495e-17 1.872226e-10 displacement 4.086276e-07 4.413179e-12 4.084034e-13 43 Nonlinear solution status: time= 0.30319 stiffness updates = 2 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.062459 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 9.110585e-19 0.000000e+00 energy 1.872226e-08 1.770618e-17 1.872226e-10 displacement 4.086276e-07 1.771226e-12 4.084014e-13 44 Nonlinear solution status: time= 0.30319 stiffness updates = 3 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.080807 convergence norms : INITIAL CURRENT REQUIRED residual 1.034044e-08 4.913422e-19 0.000000e+00 energy 1.872226e-08 1.555518e-17 1.872226e-10 displacement 4.086276e-07 3.937119e-13 4.083995e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.30319 AUTO STEPPER: decreasing time step, dt = 0.0100116 ===== beginning time step 13 : 0.313202 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000313202 Setting parameter "scale" to : 0.000313202 Setting parameter "scale" to : 0.000313202 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.384431e-16 0.000000e+00 energy 1.853840e-08 4.466415e-13 1.853840e-10 displacement 4.071488e-07 4.071488e-07 4.071488e-13 2 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.600791 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.207813e-17 0.000000e+00 energy 1.853840e-08 1.152559e-14 1.853840e-10 displacement 4.071488e-07 1.223550e-10 4.070710e-13 3 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.307484 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.400104e-17 0.000000e+00 energy 1.853840e-08 3.028981e-15 1.853840e-10 displacement 4.071488e-07 2.000307e-11 4.070755e-13 4 Nonlinear solution status: time= 0.313202 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.223097 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.858338e-17 0.000000e+00 energy 1.853840e-08 3.424259e-15 1.853840e-10 displacement 4.071488e-07 4.880948e-11 4.071408e-13 5 Nonlinear solution status: time= 0.313202 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.152531 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.106263e-16 0.000000e+00 energy 1.853840e-08 4.083685e-15 1.853840e-10 displacement 4.071488e-07 4.384674e-11 4.072585e-13 6 Nonlinear solution status: time= 0.313202 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.175459 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.141114e-16 0.000000e+00 energy 1.853840e-08 2.839477e-15 1.853840e-10 displacement 4.071488e-07 1.213600e-10 4.075474e-13 7 Nonlinear solution status: time= 0.313202 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.126468 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.445723e-16 0.000000e+00 energy 1.853840e-08 3.216529e-15 1.853840e-10 displacement 4.071488e-07 1.060244e-10 4.079408e-13 8 Nonlinear solution status: time= 0.313202 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.105128 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 9.359152e-17 0.000000e+00 energy 1.853840e-08 1.052565e-15 1.853840e-10 displacement 4.071488e-07 7.215031e-12 4.079625e-13 9 Nonlinear solution status: time= 0.313202 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.254733 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.825018e-16 0.000000e+00 energy 1.853840e-08 4.764520e-15 1.853840e-10 displacement 4.071488e-07 7.280075e-11 4.075679e-13 10 Nonlinear solution status: time= 0.313202 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.148932 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.636550e-16 0.000000e+00 energy 1.853840e-08 4.583594e-15 1.853840e-10 displacement 4.071488e-07 1.761903e-10 4.071976e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.552535 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 4.915218e-17 0.000000e+00 energy 1.853840e-08 1.265571e-15 1.853840e-10 displacement 4.071488e-07 1.163342e-10 4.069733e-13 12 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.137730 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 3.216868e-17 0.000000e+00 energy 1.853840e-08 1.805118e-15 1.853840e-10 displacement 4.071488e-07 4.183150e-11 4.069210e-13 13 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.085656 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.330015e-17 0.000000e+00 energy 1.853840e-08 5.448382e-16 1.853840e-10 displacement 4.071488e-07 3.207354e-12 4.069111e-13 14 Nonlinear solution status: time= 0.313202 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.262335 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.970325e-17 0.000000e+00 energy 1.853840e-08 1.180315e-15 1.853840e-10 displacement 4.071488e-07 1.651282e-11 4.069029e-13 15 Nonlinear solution status: time= 0.313202 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.286228 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.393524e-17 0.000000e+00 energy 1.853840e-08 8.632258e-16 1.853840e-10 displacement 4.071488e-07 1.960931e-11 4.068978e-13 16 Nonlinear solution status: time= 0.313202 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.265139 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.419681e-17 0.000000e+00 energy 1.853840e-08 5.138304e-16 1.853840e-10 displacement 4.071488e-07 1.743502e-11 4.069165e-13 17 Nonlinear solution status: time= 0.313202 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.214515 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.386160e-17 0.000000e+00 energy 1.853840e-08 5.083218e-16 1.853840e-10 displacement 4.071488e-07 2.659642e-11 4.069790e-13 18 Nonlinear solution status: time= 0.313202 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.168513 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 9.898531e-18 0.000000e+00 energy 1.853840e-08 4.611606e-16 1.853840e-10 displacement 4.071488e-07 2.111857e-11 4.070709e-13 19 Nonlinear solution status: time= 0.313202 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.222597 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.027320e-17 0.000000e+00 energy 1.853840e-08 3.957636e-16 1.853840e-10 displacement 4.071488e-07 9.240184e-12 4.071330e-13 20 Nonlinear solution status: time= 0.313202 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.163685 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.447945e-17 0.000000e+00 energy 1.853840e-08 5.456880e-16 1.853840e-10 displacement 4.071488e-07 4.132846e-12 4.071263e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.334672 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 8.556566e-18 0.000000e+00 energy 1.853840e-08 2.276543e-16 1.853840e-10 displacement 4.071488e-07 3.521671e-11 4.070016e-13 22 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.093917 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.669206e-17 0.000000e+00 energy 1.853840e-08 3.584686e-16 1.853840e-10 displacement 4.071488e-07 4.080537e-11 4.069376e-13 23 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.072226 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 9.877876e-18 0.000000e+00 energy 1.853840e-08 2.009677e-16 1.853840e-10 displacement 4.071488e-07 1.209552e-11 4.069315e-13 24 Nonlinear solution status: time= 0.313202 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.095977 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.099433e-18 0.000000e+00 energy 1.853840e-08 2.243557e-16 1.853840e-10 displacement 4.071488e-07 8.161622e-12 4.069370e-13 25 Nonlinear solution status: time= 0.313202 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.187385 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.474285e-18 0.000000e+00 energy 1.853840e-08 2.766985e-16 1.853840e-10 displacement 4.071488e-07 7.666224e-12 4.069412e-13 26 Nonlinear solution status: time= 0.313202 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.288274 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 4.580957e-18 0.000000e+00 energy 1.853840e-08 3.362737e-16 1.853840e-10 displacement 4.071488e-07 1.860760e-11 4.069474e-13 27 Nonlinear solution status: time= 0.313202 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.426502 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 4.884440e-18 0.000000e+00 energy 1.853840e-08 4.600748e-16 1.853840e-10 displacement 4.071488e-07 2.660674e-11 4.069629e-13 28 Nonlinear solution status: time= 0.313202 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.455634 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.281751e-18 0.000000e+00 energy 1.853840e-08 5.094374e-16 1.853840e-10 displacement 4.071488e-07 3.463574e-11 4.070134e-13 29 Nonlinear solution status: time= 0.313202 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.284050 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 9.649890e-18 0.000000e+00 energy 1.853840e-08 5.150328e-16 1.853840e-10 displacement 4.071488e-07 1.269868e-11 4.070546e-13 30 Nonlinear solution status: time= 0.313202 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.150084 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.086418e-18 0.000000e+00 energy 1.853840e-08 1.788752e-16 1.853840e-10 displacement 4.071488e-07 3.019263e-12 4.070538e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.391899 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.214216e-18 0.000000e+00 energy 1.853840e-08 8.121949e-17 1.853840e-10 displacement 4.071488e-07 2.807790e-11 4.069659e-13 32 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.073759 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 5.847627e-18 0.000000e+00 energy 1.853840e-08 1.483833e-16 1.853840e-10 displacement 4.071488e-07 2.959376e-11 4.069296e-13 33 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.041762 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.492867e-18 0.000000e+00 energy 1.853840e-08 5.347362e-17 1.853840e-10 displacement 4.071488e-07 3.703653e-12 4.069285e-13 34 Nonlinear solution status: time= 0.313202 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.082675 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.414062e-18 0.000000e+00 energy 1.853840e-08 5.433131e-17 1.853840e-10 displacement 4.071488e-07 2.744337e-12 4.069300e-13 35 Nonlinear solution status: time= 0.313202 stiffness updates = 4 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.256730 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.369631e-18 0.000000e+00 energy 1.853840e-08 1.466713e-16 1.853840e-10 displacement 4.071488e-07 9.091520e-12 4.069426e-13 36 Nonlinear solution status: time= 0.313202 stiffness updates = 5 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.313754 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.954899e-18 0.000000e+00 energy 1.853840e-08 1.726958e-16 1.853840e-10 displacement 4.071488e-07 8.996935e-12 4.069593e-13 37 Nonlinear solution status: time= 0.313202 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.495417 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.401778e-18 0.000000e+00 energy 1.853840e-08 2.311410e-16 1.853840e-10 displacement 4.071488e-07 1.308869e-11 4.069664e-13 38 Nonlinear solution status: time= 0.313202 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.282984 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.000137e-18 0.000000e+00 energy 1.853840e-08 1.174303e-16 1.853840e-10 displacement 4.071488e-07 6.544118e-12 4.069700e-13 39 Nonlinear solution status: time= 0.313202 stiffness updates = 8 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.269912 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.698658e-18 0.000000e+00 energy 1.853840e-08 7.255976e-17 1.853840e-10 displacement 4.071488e-07 5.089560e-12 4.069650e-13 40 Nonlinear solution status: time= 0.313202 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.175808 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.146089e-18 0.000000e+00 energy 1.853840e-08 5.764782e-17 1.853840e-10 displacement 4.071488e-07 2.487020e-12 4.069560e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.296444 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.730274e-18 0.000000e+00 energy 1.853840e-08 2.175833e-17 1.853840e-10 displacement 4.071488e-07 4.352639e-12 4.069394e-13 42 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.081593 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 3.873684e-18 0.000000e+00 energy 1.853840e-08 7.103541e-17 1.853840e-10 displacement 4.071488e-07 6.756575e-12 4.069289e-13 43 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.038010 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.727853e-18 0.000000e+00 energy 1.853840e-08 1.628492e-17 1.853840e-10 displacement 4.071488e-07 1.802279e-12 4.069273e-13 44 Nonlinear solution status: time= 0.313202 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.058173 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.072460e-19 0.000000e+00 energy 1.853840e-08 2.185674e-17 1.853840e-10 displacement 4.071488e-07 1.425123e-12 4.069276e-13 45 Nonlinear solution status: time= 0.313202 stiffness updates = 4 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.077586 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.701179e-19 0.000000e+00 energy 1.853840e-08 2.888432e-17 1.853840e-10 displacement 4.071488e-07 1.177655e-12 4.069294e-13 46 Nonlinear solution status: time= 0.313202 stiffness updates = 5 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.303959 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.086677e-18 0.000000e+00 energy 1.853840e-08 6.617591e-17 1.853840e-10 displacement 4.071488e-07 3.246573e-12 4.069336e-13 47 Nonlinear solution status: time= 0.313202 stiffness updates = 6 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.346557 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.029530e-19 0.000000e+00 energy 1.853840e-08 8.142828e-17 1.853840e-10 displacement 4.071488e-07 6.735855e-12 4.069438e-13 48 Nonlinear solution status: time= 0.313202 stiffness updates = 7 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.493036 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.899783e-19 0.000000e+00 energy 1.853840e-08 5.611824e-17 1.853840e-10 displacement 4.071488e-07 2.144409e-12 4.069427e-13 49 Nonlinear solution status: time= 0.313202 stiffness updates = 8 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.395230 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.726318e-18 0.000000e+00 energy 1.853840e-08 7.615211e-17 1.853840e-10 displacement 4.071488e-07 4.537152e-12 4.069376e-13 50 Nonlinear solution status: time= 0.313202 stiffness updates = 9 right hand side evaluations = 128 stiffness matrix reformations = 5 step from line search = 0.195059 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.328107e-18 0.000000e+00 energy 1.853840e-08 6.047131e-17 1.853840e-10 displacement 4.071488e-07 2.929225e-12 4.069369e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.369646 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 7.522210e-19 0.000000e+00 energy 1.853840e-08 2.392366e-17 1.853840e-10 displacement 4.071488e-07 3.117552e-12 4.069287e-13 52 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 132 stiffness matrix reformations = 6 step from line search = 0.083337 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 6.194583e-19 0.000000e+00 energy 1.853840e-08 1.239149e-17 1.853840e-10 displacement 4.071488e-07 2.637163e-12 4.069261e-13 53 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.071312 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 4.386145e-19 0.000000e+00 energy 1.853840e-08 1.378731e-17 1.853840e-10 displacement 4.071488e-07 8.744292e-13 4.069262e-13 54 Nonlinear solution status: time= 0.313202 stiffness updates = 3 right hand side evaluations = 138 stiffness matrix reformations = 6 step from line search = 0.068720 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.541233e-19 0.000000e+00 energy 1.853840e-08 1.055154e-17 1.853840e-10 displacement 4.071488e-07 5.381611e-13 4.069269e-13 55 Nonlinear solution status: time= 0.313202 stiffness updates = 4 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.201126 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.535573e-19 0.000000e+00 energy 1.853840e-08 1.510939e-17 1.853840e-10 displacement 4.071488e-07 4.400480e-13 4.069276e-13 56 Nonlinear solution status: time= 0.313202 stiffness updates = 5 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.340322 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.452663e-19 0.000000e+00 energy 1.853840e-08 2.148608e-17 1.853840e-10 displacement 4.071488e-07 1.499886e-12 4.069296e-13 57 Nonlinear solution status: time= 0.313202 stiffness updates = 6 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.520791 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 2.971533e-19 0.000000e+00 energy 1.853840e-08 4.003314e-17 1.853840e-10 displacement 4.071488e-07 2.575438e-12 4.069332e-13 58 Nonlinear solution status: time= 0.313202 stiffness updates = 7 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.499464 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 3.444598e-19 0.000000e+00 energy 1.853840e-08 2.688286e-17 1.853840e-10 displacement 4.071488e-07 1.087650e-12 4.069334e-13 59 Nonlinear solution status: time= 0.313202 stiffness updates = 8 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.262256 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 3.968591e-19 0.000000e+00 energy 1.853840e-08 1.620227e-17 1.853840e-10 displacement 4.071488e-07 7.490723e-13 4.069320e-13 60 Nonlinear solution status: time= 0.313202 stiffness updates = 9 right hand side evaluations = 152 stiffness matrix reformations = 6 step from line search = 0.148260 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 3.836304e-19 0.000000e+00 energy 1.853840e-08 1.376405e-17 1.853840e-10 displacement 4.071488e-07 5.018555e-13 4.069306e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.313202 stiffness updates = 0 right hand side evaluations = 154 stiffness matrix reformations = 7 step from line search = 0.381400 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 4.556324e-19 0.000000e+00 energy 1.853840e-08 1.159310e-18 1.853840e-10 displacement 4.071488e-07 1.087371e-12 4.069275e-13 62 Nonlinear solution status: time= 0.313202 stiffness updates = 1 right hand side evaluations = 156 stiffness matrix reformations = 7 step from line search = 0.069101 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 4.293775e-19 0.000000e+00 energy 1.853840e-08 9.448312e-18 1.853840e-10 displacement 4.071488e-07 1.162912e-12 4.069263e-13 63 Nonlinear solution status: time= 0.313202 stiffness updates = 2 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.043396 convergence norms : INITIAL CURRENT REQUIRED residual 1.016926e-08 1.475694e-19 0.000000e+00 energy 1.853840e-08 1.906570e-18 1.853840e-10 displacement 4.071488e-07 3.094100e-13 4.069263e-13 convergence summary number of iterations : 63 number of reformations : 7 ------- converged at time : 0.313202 AUTO STEPPER: decreasing time step, dt = 0.0100046 ===== beginning time step 14 : 0.323206 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000323206 Setting parameter "scale" to : 0.000323206 Setting parameter "scale" to : 0.000323206 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.323206 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.193071e-16 0.000000e+00 energy 1.837783e-08 4.460592e-13 1.837783e-10 displacement 4.061413e-07 4.061413e-07 4.061413e-13 2 Nonlinear solution status: time= 0.323206 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.160205e-17 0.000000e+00 energy 1.837783e-08 2.429203e-15 1.837783e-10 displacement 4.061413e-07 3.768004e-11 4.059624e-13 3 Nonlinear solution status: time= 0.323206 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.600898 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 2.457753e-17 0.000000e+00 energy 1.837783e-08 5.765639e-16 1.837783e-10 displacement 4.061413e-07 6.996983e-12 4.059073e-13 4 Nonlinear solution status: time= 0.323206 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.193266 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 3.245227e-17 0.000000e+00 energy 1.837783e-08 7.876726e-16 1.837783e-10 displacement 4.061413e-07 1.972192e-11 4.058851e-13 5 Nonlinear solution status: time= 0.323206 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.161387 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 2.777559e-17 0.000000e+00 energy 1.837783e-08 4.299351e-16 1.837783e-10 displacement 4.061413e-07 9.985683e-12 4.059099e-13 6 Nonlinear solution status: time= 0.323206 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.180919 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.624320e-17 0.000000e+00 energy 1.837783e-08 1.099649e-16 1.837783e-10 displacement 4.061413e-07 2.468410e-12 4.059437e-13 7 Nonlinear solution status: time= 0.323206 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.111688 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.859421e-17 0.000000e+00 energy 1.837783e-08 1.824387e-16 1.837783e-10 displacement 4.061413e-07 4.935231e-13 4.059537e-13 8 Nonlinear solution status: time= 0.323206 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.156951 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.058819e-17 0.000000e+00 energy 1.837783e-08 1.449385e-16 1.837783e-10 displacement 4.061413e-07 3.314484e-12 4.059719e-13 9 Nonlinear solution status: time= 0.323206 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.121438 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 9.609168e-18 0.000000e+00 energy 1.837783e-08 2.519967e-16 1.837783e-10 displacement 4.061413e-07 4.842068e-12 4.059898e-13 10 Nonlinear solution status: time= 0.323206 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.094227 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.205524e-17 0.000000e+00 energy 1.837783e-08 1.154003e-16 1.837783e-10 displacement 4.061413e-07 1.150220e-12 4.059929e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.323206 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.330405 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 6.027471e-18 0.000000e+00 energy 1.837783e-08 7.873908e-17 1.837783e-10 displacement 4.061413e-07 2.453657e-12 4.059650e-13 12 Nonlinear solution status: time= 0.323206 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.076735 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 2.750747e-18 0.000000e+00 energy 1.837783e-08 7.363562e-17 1.837783e-10 displacement 4.061413e-07 3.327259e-12 4.059367e-13 13 Nonlinear solution status: time= 0.323206 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.049905 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.179050e-18 0.000000e+00 energy 1.837783e-08 2.276083e-17 1.837783e-10 displacement 4.061413e-07 6.217352e-13 4.059266e-13 14 Nonlinear solution status: time= 0.323206 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.093396 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 6.136277e-19 0.000000e+00 energy 1.837783e-08 3.594297e-17 1.837783e-10 displacement 4.061413e-07 4.238983e-13 4.059196e-13 15 Nonlinear solution status: time= 0.323206 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.220315 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.233739e-18 0.000000e+00 energy 1.837783e-08 6.143923e-17 1.837783e-10 displacement 4.061413e-07 1.582460e-12 4.059142e-13 16 Nonlinear solution status: time= 0.323206 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.288415 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 2.216116e-18 0.000000e+00 energy 1.837783e-08 9.727648e-17 1.837783e-10 displacement 4.061413e-07 3.611958e-12 4.059133e-13 17 Nonlinear solution status: time= 0.323206 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.307114 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.826622e-18 0.000000e+00 energy 1.837783e-08 8.779885e-17 1.837783e-10 displacement 4.061413e-07 3.206642e-12 4.059213e-13 18 Nonlinear solution status: time= 0.323206 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.462994 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.394915e-18 0.000000e+00 energy 1.837783e-08 8.866786e-17 1.837783e-10 displacement 4.061413e-07 1.917239e-12 4.059340e-13 19 Nonlinear solution status: time= 0.323206 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.176100 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.080097e-18 0.000000e+00 energy 1.837783e-08 4.216028e-17 1.837783e-10 displacement 4.061413e-07 7.504843e-13 4.059407e-13 20 Nonlinear solution status: time= 0.323206 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.174570 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.665174e-18 0.000000e+00 energy 1.837783e-08 4.189432e-17 1.837783e-10 displacement 4.061413e-07 1.013867e-12 4.059446e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.323206 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.277128 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.114344e-18 0.000000e+00 energy 1.837783e-08 2.359374e-17 1.837783e-10 displacement 4.061413e-07 1.334559e-12 4.059353e-13 22 Nonlinear solution status: time= 0.323206 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.071930 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 1.590098e-18 0.000000e+00 energy 1.837783e-08 3.278505e-17 1.837783e-10 displacement 4.061413e-07 1.792565e-12 4.059278e-13 23 Nonlinear solution status: time= 0.323206 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.047579 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 8.355555e-19 0.000000e+00 energy 1.837783e-08 1.165679e-17 1.837783e-10 displacement 4.061413e-07 6.979519e-13 4.059243e-13 24 Nonlinear solution status: time= 0.323206 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.048229 convergence norms : INITIAL CURRENT REQUIRED residual 1.001292e-08 3.391227e-19 0.000000e+00 energy 1.837783e-08 1.347373e-17 1.837783e-10 displacement 4.061413e-07 2.358939e-13 4.059227e-13 convergence summary number of iterations : 24 number of reformations : 3 ------- converged at time : 0.323206 AUTO STEPPER: decreasing time step, dt = 0.010003 ===== beginning time step 15 : 0.333209 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000333209 Setting parameter "scale" to : 0.000333209 Setting parameter "scale" to : 0.000333209 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.333209 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.416572e-16 0.000000e+00 energy 1.823844e-08 4.473858e-13 1.823844e-10 displacement 4.055703e-07 4.055703e-07 4.055703e-13 2 Nonlinear solution status: time= 0.333209 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608318 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 5.272657e-17 0.000000e+00 energy 1.823844e-08 1.274336e-14 1.823844e-10 displacement 4.055703e-07 1.347107e-10 4.055874e-13 3 Nonlinear solution status: time= 0.333209 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.459873 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.039471e-16 0.000000e+00 energy 1.823844e-08 5.119230e-15 1.823844e-10 displacement 4.055703e-07 1.324833e-11 4.055610e-13 4 Nonlinear solution status: time= 0.333209 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.170070 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.141620e-16 0.000000e+00 energy 1.823844e-08 4.968982e-15 1.823844e-10 displacement 4.055703e-07 2.577047e-11 4.055549e-13 5 Nonlinear solution status: time= 0.333209 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.125955 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.256276e-16 0.000000e+00 energy 1.823844e-08 4.022487e-15 1.823844e-10 displacement 4.055703e-07 2.562558e-11 4.055786e-13 6 Nonlinear solution status: time= 0.333209 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.158503 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.224703e-16 0.000000e+00 energy 1.823844e-08 2.167911e-15 1.823844e-10 displacement 4.055703e-07 1.056793e-10 4.057184e-13 7 Nonlinear solution status: time= 0.333209 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.116472 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 9.453849e-17 0.000000e+00 energy 1.823844e-08 3.944320e-15 1.823844e-10 displacement 4.055703e-07 1.221458e-10 4.060389e-13 8 Nonlinear solution status: time= 0.333209 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.321701 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.021002e-16 0.000000e+00 energy 1.823844e-08 1.496594e-15 1.823844e-10 displacement 4.055703e-07 2.170213e-11 4.058953e-13 9 Nonlinear solution status: time= 0.333209 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.164137 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.064588e-16 0.000000e+00 energy 1.823844e-08 2.971967e-15 1.823844e-10 displacement 4.055703e-07 5.523356e-11 4.056637e-13 10 Nonlinear solution status: time= 0.333209 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.068421 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 4.962096e-17 0.000000e+00 energy 1.823844e-08 1.602043e-15 1.823844e-10 displacement 4.055703e-07 3.086134e-11 4.055521e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.333209 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.495461 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.743056e-17 0.000000e+00 energy 1.823844e-08 9.379132e-16 1.823844e-10 displacement 4.055703e-07 7.266716e-11 4.053874e-13 12 Nonlinear solution status: time= 0.333209 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.115513 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 7.250680e-18 0.000000e+00 energy 1.823844e-08 1.274303e-16 1.823844e-10 displacement 4.055703e-07 2.291403e-11 4.053524e-13 13 Nonlinear solution status: time= 0.333209 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.131164 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 3.558115e-18 0.000000e+00 energy 1.823844e-08 2.007541e-16 1.823844e-10 displacement 4.055703e-07 2.990851e-12 4.053498e-13 14 Nonlinear solution status: time= 0.333209 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.259388 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 3.385886e-18 0.000000e+00 energy 1.823844e-08 2.024030e-16 1.823844e-10 displacement 4.055703e-07 1.779649e-12 4.053508e-13 15 Nonlinear solution status: time= 0.333209 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.495758 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 4.211924e-18 0.000000e+00 energy 1.823844e-08 4.536217e-16 1.823844e-10 displacement 4.055703e-07 2.302504e-12 4.053520e-13 16 Nonlinear solution status: time= 0.333209 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.524227 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 5.763525e-18 0.000000e+00 energy 1.823844e-08 2.283112e-16 1.823844e-10 displacement 4.055703e-07 2.262454e-12 4.053474e-13 17 Nonlinear solution status: time= 0.333209 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.156449 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 3.475982e-18 0.000000e+00 energy 1.823844e-08 1.501038e-16 1.823844e-10 displacement 4.055703e-07 2.364108e-12 4.053485e-13 18 Nonlinear solution status: time= 0.333209 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.211227 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 5.945466e-18 0.000000e+00 energy 1.823844e-08 1.957303e-16 1.823844e-10 displacement 4.055703e-07 3.255971e-12 4.053550e-13 19 Nonlinear solution status: time= 0.333209 stiffness updates = 8 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.131200 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 5.625073e-18 0.000000e+00 energy 1.823844e-08 2.071933e-16 1.823844e-10 displacement 4.055703e-07 2.586848e-12 4.053666e-13 20 Nonlinear solution status: time= 0.333209 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.104275 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 4.529661e-18 0.000000e+00 energy 1.823844e-08 6.529787e-17 1.823844e-10 displacement 4.055703e-07 6.008422e-13 4.053731e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.333209 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.369807 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 2.466535e-18 0.000000e+00 energy 1.823844e-08 9.083821e-17 1.823844e-10 displacement 4.055703e-07 6.252178e-12 4.053579e-13 22 Nonlinear solution status: time= 0.333209 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.094236 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 3.294521e-18 0.000000e+00 energy 1.823844e-08 1.294989e-16 1.823844e-10 displacement 4.055703e-07 6.187630e-12 4.053542e-13 23 Nonlinear solution status: time= 0.333209 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.079454 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 2.606345e-18 0.000000e+00 energy 1.823844e-08 4.195128e-17 1.823844e-10 displacement 4.055703e-07 1.153994e-12 4.053553e-13 24 Nonlinear solution status: time= 0.333209 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.111817 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.668675e-18 0.000000e+00 energy 1.823844e-08 5.876385e-17 1.823844e-10 displacement 4.055703e-07 5.077704e-13 4.053556e-13 25 Nonlinear solution status: time= 0.333209 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.223568 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 2.378363e-18 0.000000e+00 energy 1.823844e-08 9.941391e-17 1.823844e-10 displacement 4.055703e-07 2.175406e-12 4.053563e-13 26 Nonlinear solution status: time= 0.333209 stiffness updates = 5 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.260477 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 3.104778e-18 0.000000e+00 energy 1.823844e-08 1.470469e-16 1.823844e-10 displacement 4.055703e-07 5.986098e-12 4.053641e-13 27 Nonlinear solution status: time= 0.333209 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.275107 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.389111e-18 0.000000e+00 energy 1.823844e-08 9.847209e-17 1.823844e-10 displacement 4.055703e-07 3.720026e-12 4.053754e-13 28 Nonlinear solution status: time= 0.333209 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.441994 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 1.243840e-18 0.000000e+00 energy 1.823844e-08 6.619301e-17 1.823844e-10 displacement 4.055703e-07 1.227523e-12 4.053722e-13 29 Nonlinear solution status: time= 0.333209 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.222219 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 7.365990e-19 0.000000e+00 energy 1.823844e-08 1.754045e-18 1.823844e-10 displacement 4.055703e-07 1.361119e-12 4.053665e-13 30 Nonlinear solution status: time= 0.333209 stiffness updates = 9 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.149433 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 9.472308e-19 0.000000e+00 energy 1.823844e-08 2.238880e-17 1.823844e-10 displacement 4.055703e-07 1.327768e-12 4.053609e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.333209 stiffness updates = 0 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.239971 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 7.120576e-19 0.000000e+00 energy 1.823844e-08 1.437990e-17 1.823844e-10 displacement 4.055703e-07 1.139457e-12 4.053565e-13 32 Nonlinear solution status: time= 0.333209 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.063278 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 8.289896e-19 0.000000e+00 energy 1.823844e-08 9.512840e-18 1.823844e-10 displacement 4.055703e-07 9.203597e-13 4.053540e-13 33 Nonlinear solution status: time= 0.333209 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.069675 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 6.986057e-19 0.000000e+00 energy 1.823844e-08 8.662446e-18 1.823844e-10 displacement 4.055703e-07 9.038794e-13 4.053533e-13 34 Nonlinear solution status: time= 0.333209 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.067496 convergence norms : INITIAL CURRENT REQUIRED residual 9.869924e-09 5.419151e-19 0.000000e+00 energy 1.823844e-08 1.088741e-17 1.823844e-10 displacement 4.055703e-07 2.999944e-13 4.053533e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.333209 AUTO STEPPER: decreasing time step, dt = 0.0100016 ===== beginning time step 16 : 0.343211 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000343211 Setting parameter "scale" to : 0.000343211 Setting parameter "scale" to : 0.000343211 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.343211 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 1.346385e-16 0.000000e+00 energy 1.810142e-08 4.467490e-13 1.810142e-10 displacement 4.050264e-07 4.050264e-07 4.050264e-13 2 Nonlinear solution status: time= 0.343211 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.617381 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 4.730943e-17 0.000000e+00 energy 1.810142e-08 6.111609e-15 1.810142e-10 displacement 4.050264e-07 7.977844e-11 4.049633e-13 3 Nonlinear solution status: time= 0.343211 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.576889 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 2.723668e-17 0.000000e+00 energy 1.810142e-08 1.007196e-15 1.810142e-10 displacement 4.050264e-07 4.955370e-12 4.048968e-13 4 Nonlinear solution status: time= 0.343211 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.168618 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.150041e-17 0.000000e+00 energy 1.810142e-08 9.735937e-16 1.810142e-10 displacement 4.050264e-07 5.751567e-12 4.048543e-13 5 Nonlinear solution status: time= 0.343211 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.201380 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 6.113717e-17 0.000000e+00 energy 1.810142e-08 1.393383e-15 1.810142e-10 displacement 4.050264e-07 1.666049e-11 4.048259e-13 6 Nonlinear solution status: time= 0.343211 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.132278 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 6.992595e-17 0.000000e+00 energy 1.810142e-08 1.503015e-15 1.810142e-10 displacement 4.050264e-07 1.810831e-11 4.048416e-13 7 Nonlinear solution status: time= 0.343211 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.151380 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 6.943640e-17 0.000000e+00 energy 1.810142e-08 1.600435e-15 1.810142e-10 displacement 4.050264e-07 1.470254e-11 4.048958e-13 8 Nonlinear solution status: time= 0.343211 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.152186 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 6.165930e-17 0.000000e+00 energy 1.810142e-08 9.966729e-16 1.810142e-10 displacement 4.050264e-07 2.578552e-12 4.049279e-13 9 Nonlinear solution status: time= 0.343211 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.260087 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 6.987846e-17 0.000000e+00 energy 1.810142e-08 2.797002e-15 1.810142e-10 displacement 4.050264e-07 1.172386e-11 4.049604e-13 10 Nonlinear solution status: time= 0.343211 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.154842 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 4.242922e-17 0.000000e+00 energy 1.810142e-08 1.428399e-15 1.810142e-10 displacement 4.050264e-07 5.943215e-12 4.049771e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.343211 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.410581 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 1.731357e-17 0.000000e+00 energy 1.810142e-08 6.504321e-16 1.810142e-10 displacement 4.050264e-07 3.054293e-11 4.048695e-13 12 Nonlinear solution status: time= 0.343211 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.092824 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 9.212112e-18 0.000000e+00 energy 1.810142e-08 1.103667e-16 1.810142e-10 displacement 4.050264e-07 1.600167e-11 4.048231e-13 13 Nonlinear solution status: time= 0.343211 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.068568 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 4.081634e-18 0.000000e+00 energy 1.810142e-08 1.188856e-16 1.810142e-10 displacement 4.050264e-07 3.215129e-12 4.048118e-13 14 Nonlinear solution status: time= 0.343211 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.108745 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.231020e-18 0.000000e+00 energy 1.810142e-08 1.618826e-16 1.810142e-10 displacement 4.050264e-07 8.574309e-13 4.048090e-13 15 Nonlinear solution status: time= 0.343211 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.223296 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.452102e-18 0.000000e+00 energy 1.810142e-08 2.158211e-16 1.810142e-10 displacement 4.050264e-07 9.958973e-13 4.048084e-13 16 Nonlinear solution status: time= 0.343211 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.247653 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.251434e-18 0.000000e+00 energy 1.810142e-08 2.027399e-16 1.810142e-10 displacement 4.050264e-07 1.727315e-12 4.048101e-13 17 Nonlinear solution status: time= 0.343211 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.232880 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.604852e-18 0.000000e+00 energy 1.810142e-08 1.742638e-16 1.810142e-10 displacement 4.050264e-07 2.980928e-12 4.048162e-13 18 Nonlinear solution status: time= 0.343211 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.243688 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.007566e-18 0.000000e+00 energy 1.810142e-08 1.648121e-16 1.810142e-10 displacement 4.050264e-07 5.232924e-12 4.048317e-13 19 Nonlinear solution status: time= 0.343211 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.142312 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 2.591240e-18 0.000000e+00 energy 1.810142e-08 1.186418e-16 1.810142e-10 displacement 4.050264e-07 1.929997e-12 4.048436e-13 20 Nonlinear solution status: time= 0.343211 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.207616 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 4.405641e-18 0.000000e+00 energy 1.810142e-08 1.668329e-16 1.810142e-10 displacement 4.050264e-07 1.830503e-12 4.048508e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.343211 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.243452 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 2.899603e-18 0.000000e+00 energy 1.810142e-08 9.940159e-17 1.810142e-10 displacement 4.050264e-07 4.980902e-12 4.048292e-13 22 Nonlinear solution status: time= 0.343211 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.084160 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 4.485493e-18 0.000000e+00 energy 1.810142e-08 1.698527e-16 1.810142e-10 displacement 4.050264e-07 7.330289e-12 4.048136e-13 23 Nonlinear solution status: time= 0.343211 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.057071 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.263136e-18 0.000000e+00 energy 1.810142e-08 4.237810e-17 1.810142e-10 displacement 4.050264e-07 1.767921e-12 4.048100e-13 24 Nonlinear solution status: time= 0.343211 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.054904 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 3.180189e-18 0.000000e+00 energy 1.810142e-08 7.043793e-17 1.810142e-10 displacement 4.050264e-07 1.053716e-12 4.048093e-13 25 Nonlinear solution status: time= 0.343211 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.061903 convergence norms : INITIAL CURRENT REQUIRED residual 9.729887e-09 1.651968e-18 0.000000e+00 energy 1.810142e-08 3.785188e-17 1.810142e-10 displacement 4.050264e-07 2.714712e-13 4.048094e-13 convergence summary number of iterations : 25 number of reformations : 3 ------- converged at time : 0.343211 AUTO STEPPER: decreasing time step, dt = 0.010001 ===== beginning time step 17 : 0.353212 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000353212 Setting parameter "scale" to : 0.000353212 Setting parameter "scale" to : 0.000353212 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.353212 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.662151e-16 0.000000e+00 energy 1.796853e-08 4.479674e-13 1.796853e-10 displacement 4.045483e-07 4.045483e-07 4.045483e-13 2 Nonlinear solution status: time= 0.353212 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618025 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 8.941917e-17 0.000000e+00 energy 1.796853e-08 2.748034e-14 1.796853e-10 displacement 4.045483e-07 6.814014e-10 4.049904e-13 3 Nonlinear solution status: time= 0.353212 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.635430 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.379858e-16 0.000000e+00 energy 1.796853e-08 3.464696e-15 1.796853e-10 displacement 4.045483e-07 2.876914e-11 4.048462e-13 4 Nonlinear solution status: time= 0.353212 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.196161 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.112558e-16 0.000000e+00 energy 1.796853e-08 9.268007e-15 1.796853e-10 displacement 4.045483e-07 6.676336e-11 4.046928e-13 5 Nonlinear solution status: time= 0.353212 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.133630 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.451457e-16 0.000000e+00 energy 1.796853e-08 6.187276e-15 1.796853e-10 displacement 4.045483e-07 9.198573e-11 4.046844e-13 6 Nonlinear solution status: time= 0.353212 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.132463 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.712221e-16 0.000000e+00 energy 1.796853e-08 8.154083e-15 1.796853e-10 displacement 4.045483e-07 1.079204e-10 4.048587e-13 7 Nonlinear solution status: time= 0.353212 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.115464 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.085763e-16 0.000000e+00 energy 1.796853e-08 3.621007e-15 1.796853e-10 displacement 4.045483e-07 1.648690e-11 4.049621e-13 8 Nonlinear solution status: time= 0.353212 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.288415 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.357091e-16 0.000000e+00 energy 1.796853e-08 8.641025e-15 1.796853e-10 displacement 4.045483e-07 3.417003e-11 4.049384e-13 9 Nonlinear solution status: time= 0.353212 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.188135 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.316251e-16 0.000000e+00 energy 1.796853e-08 1.200820e-14 1.796853e-10 displacement 4.045483e-07 6.344191e-11 4.048344e-13 10 Nonlinear solution status: time= 0.353212 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.144396 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.458605e-16 0.000000e+00 energy 1.796853e-08 5.204269e-15 1.796853e-10 displacement 4.045483e-07 1.635394e-11 4.048252e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.353212 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.438729 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 5.744885e-17 0.000000e+00 energy 1.796853e-08 3.399839e-15 1.796853e-10 displacement 4.045483e-07 1.449709e-10 4.044537e-13 12 Nonlinear solution status: time= 0.353212 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.111784 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 4.277038e-17 0.000000e+00 energy 1.796853e-08 1.238287e-16 1.796853e-10 displacement 4.045483e-07 2.841140e-11 4.043529e-13 13 Nonlinear solution status: time= 0.353212 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.115139 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 4.253387e-17 0.000000e+00 energy 1.796853e-08 1.942813e-15 1.796853e-10 displacement 4.045483e-07 1.834877e-11 4.043128e-13 14 Nonlinear solution status: time= 0.353212 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.070319 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.555700e-17 0.000000e+00 energy 1.796853e-08 8.250091e-16 1.796853e-10 displacement 4.045483e-07 4.688976e-12 4.043123e-13 15 Nonlinear solution status: time= 0.353212 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.131111 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.536073e-17 0.000000e+00 energy 1.796853e-08 8.643757e-16 1.796853e-10 displacement 4.045483e-07 6.338369e-12 4.043261e-13 16 Nonlinear solution status: time= 0.353212 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.277451 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.841187e-17 0.000000e+00 energy 1.796853e-08 2.090625e-15 1.796853e-10 displacement 4.045483e-07 2.688496e-11 4.043870e-13 17 Nonlinear solution status: time= 0.353212 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.428940 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 6.104558e-17 0.000000e+00 energy 1.796853e-08 1.967013e-15 1.796853e-10 displacement 4.045483e-07 1.517823e-11 4.044178e-13 18 Nonlinear solution status: time= 0.353212 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.263741 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 5.012555e-17 0.000000e+00 energy 1.796853e-08 2.028599e-15 1.796853e-10 displacement 4.045483e-07 2.274895e-11 4.044537e-13 19 Nonlinear solution status: time= 0.353212 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.130478 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.684544e-17 0.000000e+00 energy 1.796853e-08 7.630038e-16 1.796853e-10 displacement 4.045483e-07 7.824068e-12 4.044784e-13 20 Nonlinear solution status: time= 0.353212 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.145701 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.102054e-17 0.000000e+00 energy 1.796853e-08 6.300437e-16 1.796853e-10 displacement 4.045483e-07 5.220371e-12 4.044766e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.353212 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.292732 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.791671e-17 0.000000e+00 energy 1.796853e-08 7.702534e-16 1.796853e-10 displacement 4.045483e-07 3.853689e-11 4.043717e-13 22 Nonlinear solution status: time= 0.353212 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.070182 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.928144e-17 0.000000e+00 energy 1.796853e-08 3.931145e-16 1.796853e-10 displacement 4.045483e-07 2.482524e-11 4.043367e-13 23 Nonlinear solution status: time= 0.353212 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.044881 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.367456e-17 0.000000e+00 energy 1.796853e-08 2.222703e-16 1.796853e-10 displacement 4.045483e-07 5.276174e-12 4.043340e-13 24 Nonlinear solution status: time= 0.353212 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.049199 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.084467e-17 0.000000e+00 energy 1.796853e-08 2.469805e-16 1.796853e-10 displacement 4.045483e-07 2.453764e-12 4.043347e-13 25 Nonlinear solution status: time= 0.353212 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.072992 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 8.883574e-18 0.000000e+00 energy 1.796853e-08 2.465510e-16 1.796853e-10 displacement 4.045483e-07 1.876646e-12 4.043355e-13 26 Nonlinear solution status: time= 0.353212 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.098473 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.139021e-17 0.000000e+00 energy 1.796853e-08 1.864562e-16 1.796853e-10 displacement 4.045483e-07 1.032176e-12 4.043331e-13 27 Nonlinear solution status: time= 0.353212 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.293703 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.856147e-17 0.000000e+00 energy 1.796853e-08 4.658521e-16 1.796853e-10 displacement 4.045483e-07 5.209710e-12 4.043263e-13 28 Nonlinear solution status: time= 0.353212 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.291332 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 9.044737e-18 0.000000e+00 energy 1.796853e-08 4.825943e-16 1.796853e-10 displacement 4.045483e-07 7.168836e-12 4.043306e-13 29 Nonlinear solution status: time= 0.353212 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.482651 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 1.043080e-17 0.000000e+00 energy 1.796853e-08 5.573541e-16 1.796853e-10 displacement 4.045483e-07 8.874513e-12 4.043465e-13 30 Nonlinear solution status: time= 0.353212 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.240795 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 8.834357e-18 0.000000e+00 energy 1.796853e-08 3.213947e-16 1.796853e-10 displacement 4.045483e-07 5.524394e-12 4.043623e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.353212 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.243859 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 5.917190e-18 0.000000e+00 energy 1.796853e-08 2.205731e-16 1.796853e-10 displacement 4.045483e-07 1.196039e-11 4.043357e-13 32 Nonlinear solution status: time= 0.353212 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.070637 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 7.528189e-18 0.000000e+00 energy 1.796853e-08 1.816576e-16 1.796853e-10 displacement 4.045483e-07 9.685825e-12 4.043279e-13 33 Nonlinear solution status: time= 0.353212 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.050575 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 5.626032e-18 0.000000e+00 energy 1.796853e-08 8.892329e-17 1.796853e-10 displacement 4.045483e-07 2.391169e-12 4.043290e-13 34 Nonlinear solution status: time= 0.353212 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.054652 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 4.033224e-18 0.000000e+00 energy 1.796853e-08 8.145216e-17 1.796853e-10 displacement 4.045483e-07 1.444187e-12 4.043308e-13 35 Nonlinear solution status: time= 0.353212 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.067840 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.386928e-18 0.000000e+00 energy 1.796853e-08 4.528486e-17 1.796853e-10 displacement 4.045483e-07 4.798330e-13 4.043302e-13 36 Nonlinear solution status: time= 0.353212 stiffness updates = 5 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.118592 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.292057e-18 0.000000e+00 energy 1.796853e-08 8.988121e-17 1.796853e-10 displacement 4.045483e-07 4.714636e-13 4.043272e-13 37 Nonlinear solution status: time= 0.353212 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.247178 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 6.538144e-18 0.000000e+00 energy 1.796853e-08 1.623572e-16 1.796853e-10 displacement 4.045483e-07 1.691706e-12 4.043231e-13 38 Nonlinear solution status: time= 0.353212 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.273026 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 6.772293e-18 0.000000e+00 energy 1.796853e-08 2.287014e-16 1.796853e-10 displacement 4.045483e-07 3.561947e-12 4.043235e-13 39 Nonlinear solution status: time= 0.353212 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.296856 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.518287e-18 0.000000e+00 energy 1.796853e-08 1.884619e-16 1.796853e-10 displacement 4.045483e-07 2.323711e-12 4.043285e-13 40 Nonlinear solution status: time= 0.353212 stiffness updates = 9 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.462989 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 7.184194e-18 0.000000e+00 energy 1.796853e-08 1.417304e-16 1.796853e-10 displacement 4.045483e-07 1.089268e-12 4.043296e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.353212 stiffness updates = 0 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.235040 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 4.630958e-18 0.000000e+00 energy 1.796853e-08 5.290205e-17 1.796853e-10 displacement 4.045483e-07 3.367507e-12 4.043283e-13 42 Nonlinear solution status: time= 0.353212 stiffness updates = 1 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.081704 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 4.356739e-18 0.000000e+00 energy 1.796853e-08 8.095360e-17 1.796853e-10 displacement 4.045483e-07 2.366235e-12 4.043307e-13 43 Nonlinear solution status: time= 0.353212 stiffness updates = 2 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.082157 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 3.914983e-18 0.000000e+00 energy 1.796853e-08 7.223989e-17 1.796853e-10 displacement 4.045483e-07 1.210570e-12 4.043328e-13 44 Nonlinear solution status: time= 0.353212 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.055987 convergence norms : INITIAL CURRENT REQUIRED residual 9.593684e-09 2.616501e-18 0.000000e+00 energy 1.796853e-08 2.111664e-17 1.796853e-10 displacement 4.045483e-07 1.791505e-13 4.043324e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.353212 AUTO STEPPER: decreasing time step, dt = 0.0100005 ===== beginning time step 18 : 0.363212 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000363212 Setting parameter "scale" to : 0.000363212 Setting parameter "scale" to : 0.000363212 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.363212 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.580795e-16 0.000000e+00 energy 1.783713e-08 4.462743e-13 1.783713e-10 displacement 4.040694e-07 4.040694e-07 4.040694e-13 2 Nonlinear solution status: time= 0.363212 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613589 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 9.682401e-17 0.000000e+00 energy 1.783713e-08 2.160313e-14 1.783713e-10 displacement 4.040694e-07 4.762650e-10 4.043341e-13 3 Nonlinear solution status: time= 0.363212 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.531851 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.228706e-16 0.000000e+00 energy 1.783713e-08 5.347042e-15 1.783713e-10 displacement 4.040694e-07 2.464879e-11 4.042981e-13 4 Nonlinear solution status: time= 0.363212 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.174882 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.480043e-16 0.000000e+00 energy 1.783713e-08 5.042809e-15 1.783713e-10 displacement 4.040694e-07 3.407031e-11 4.042413e-13 5 Nonlinear solution status: time= 0.363212 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.181047 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.894269e-16 0.000000e+00 energy 1.783713e-08 6.979811e-15 1.783713e-10 displacement 4.040694e-07 7.361016e-11 4.042223e-13 6 Nonlinear solution status: time= 0.363212 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.137483 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 2.220332e-16 0.000000e+00 energy 1.783713e-08 4.724463e-15 1.783713e-10 displacement 4.040694e-07 7.411604e-11 4.043082e-13 7 Nonlinear solution status: time= 0.363212 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.092908 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.584309e-16 0.000000e+00 energy 1.783713e-08 1.953865e-15 1.783713e-10 displacement 4.040694e-07 2.789755e-11 4.043945e-13 8 Nonlinear solution status: time= 0.363212 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.130622 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.350918e-16 0.000000e+00 energy 1.783713e-08 2.051699e-15 1.783713e-10 displacement 4.040694e-07 9.878179e-12 4.043833e-13 9 Nonlinear solution status: time= 0.363212 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.191160 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.461023e-16 0.000000e+00 energy 1.783713e-08 5.010884e-15 1.783713e-10 displacement 4.040694e-07 4.103033e-11 4.042488e-13 10 Nonlinear solution status: time= 0.363212 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.116269 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.097770e-16 0.000000e+00 energy 1.783713e-08 3.121557e-15 1.783713e-10 displacement 4.040694e-07 3.064723e-11 4.041592e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.363212 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.417044 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 5.071818e-17 0.000000e+00 energy 1.783713e-08 1.247163e-15 1.783713e-10 displacement 4.040694e-07 6.625233e-11 4.039727e-13 12 Nonlinear solution status: time= 0.363212 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.088945 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 3.909943e-17 0.000000e+00 energy 1.783713e-08 1.277740e-15 1.783713e-10 displacement 4.040694e-07 4.591653e-11 4.038830e-13 13 Nonlinear solution status: time= 0.363212 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.053847 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.701344e-17 0.000000e+00 energy 1.783713e-08 3.523696e-16 1.783713e-10 displacement 4.040694e-07 7.537289e-12 4.038641e-13 14 Nonlinear solution status: time= 0.363212 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.073536 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.928667e-17 0.000000e+00 energy 1.783713e-08 4.326561e-16 1.783713e-10 displacement 4.040694e-07 4.308158e-12 4.038539e-13 15 Nonlinear solution status: time= 0.363212 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.219285 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 2.393602e-17 0.000000e+00 energy 1.783713e-08 1.496864e-15 1.783713e-10 displacement 4.040694e-07 3.977928e-11 4.038718e-13 16 Nonlinear solution status: time= 0.363212 stiffness updates = 5 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.152626 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.728890e-17 0.000000e+00 energy 1.783713e-08 8.078864e-16 1.783713e-10 displacement 4.040694e-07 1.086081e-11 4.038996e-13 17 Nonlinear solution status: time= 0.363212 stiffness updates = 6 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.320202 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.869598e-17 0.000000e+00 energy 1.783713e-08 8.157534e-16 1.783713e-10 displacement 4.040694e-07 2.961577e-11 4.039175e-13 18 Nonlinear solution status: time= 0.363212 stiffness updates = 7 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.245862 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.317430e-17 0.000000e+00 energy 1.783713e-08 6.066813e-16 1.783713e-10 displacement 4.040694e-07 2.633491e-11 4.039524e-13 19 Nonlinear solution status: time= 0.363212 stiffness updates = 8 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.350478 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.672332e-17 0.000000e+00 energy 1.783713e-08 7.479967e-16 1.783713e-10 displacement 4.040694e-07 4.811546e-11 4.040290e-13 20 Nonlinear solution status: time= 0.363212 stiffness updates = 9 right hand side evaluations = 53 stiffness matrix reformations = 2 step from line search = 0.110398 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.065078e-17 0.000000e+00 energy 1.783713e-08 2.979681e-16 1.783713e-10 displacement 4.040694e-07 6.410068e-12 4.040594e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.363212 stiffness updates = 0 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.256148 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 7.174723e-18 0.000000e+00 energy 1.783713e-08 3.315214e-16 1.783713e-10 displacement 4.040694e-07 2.351922e-11 4.039601e-13 22 Nonlinear solution status: time= 0.363212 stiffness updates = 1 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.060407 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 8.775966e-18 0.000000e+00 energy 1.783713e-08 9.749509e-17 1.783713e-10 displacement 4.040694e-07 1.326033e-11 4.039051e-13 23 Nonlinear solution status: time= 0.363212 stiffness updates = 2 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.065576 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 7.213215e-18 0.000000e+00 energy 1.783713e-08 1.089260e-16 1.783713e-10 displacement 4.040694e-07 9.289163e-12 4.038721e-13 24 Nonlinear solution status: time= 0.363212 stiffness updates = 3 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.068698 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 6.673622e-18 0.000000e+00 energy 1.783713e-08 1.630421e-16 1.783713e-10 displacement 4.040694e-07 6.089479e-12 4.038553e-13 25 Nonlinear solution status: time= 0.363212 stiffness updates = 4 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.091876 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 5.633104e-18 0.000000e+00 energy 1.783713e-08 1.653796e-16 1.783713e-10 displacement 4.040694e-07 4.899661e-12 4.038477e-13 26 Nonlinear solution status: time= 0.363212 stiffness updates = 5 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.073758 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 3.321663e-18 0.000000e+00 energy 1.783713e-08 1.244770e-16 1.783713e-10 displacement 4.040694e-07 2.034709e-12 4.038472e-13 27 Nonlinear solution status: time= 0.363212 stiffness updates = 6 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.289326 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 5.006110e-18 0.000000e+00 energy 1.783713e-08 1.938484e-16 1.783713e-10 displacement 4.040694e-07 3.610726e-12 4.038450e-13 28 Nonlinear solution status: time= 0.363212 stiffness updates = 7 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.291629 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 4.302830e-18 0.000000e+00 energy 1.783713e-08 2.820660e-16 1.783713e-10 displacement 4.040694e-07 1.856448e-11 4.038624e-13 29 Nonlinear solution status: time= 0.363212 stiffness updates = 8 right hand side evaluations = 80 stiffness matrix reformations = 3 step from line search = 0.273895 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 3.099736e-18 0.000000e+00 energy 1.783713e-08 1.743601e-16 1.783713e-10 displacement 4.040694e-07 8.764050e-12 4.038916e-13 30 Nonlinear solution status: time= 0.363212 stiffness updates = 9 right hand side evaluations = 82 stiffness matrix reformations = 3 step from line search = 0.352948 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 3.582226e-18 0.000000e+00 energy 1.783713e-08 2.159974e-16 1.783713e-10 displacement 4.040694e-07 4.180362e-12 4.039067e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.363212 stiffness updates = 0 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.237379 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 2.685544e-18 0.000000e+00 energy 1.783713e-08 6.200778e-17 1.783713e-10 displacement 4.040694e-07 6.993576e-12 4.038791e-13 32 Nonlinear solution status: time= 0.363212 stiffness updates = 1 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.058858 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 2.988288e-18 0.000000e+00 energy 1.783713e-08 3.341565e-17 1.783713e-10 displacement 4.040694e-07 4.000397e-12 4.038644e-13 33 Nonlinear solution status: time= 0.363212 stiffness updates = 2 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.055433 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 3.143588e-18 0.000000e+00 energy 1.783713e-08 5.889606e-17 1.783713e-10 displacement 4.040694e-07 2.599805e-12 4.038564e-13 34 Nonlinear solution status: time= 0.363212 stiffness updates = 3 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.061972 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 2.836153e-18 0.000000e+00 energy 1.783713e-08 6.062156e-17 1.783713e-10 displacement 4.040694e-07 2.256988e-12 4.038521e-13 35 Nonlinear solution status: time= 0.363212 stiffness updates = 4 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.066323 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 2.118303e-18 0.000000e+00 energy 1.783713e-08 4.296002e-17 1.783713e-10 displacement 4.040694e-07 1.194294e-12 4.038508e-13 36 Nonlinear solution status: time= 0.363212 stiffness updates = 5 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.095854 convergence norms : INITIAL CURRENT REQUIRED residual 9.459857e-09 1.467147e-18 0.000000e+00 energy 1.783713e-08 3.269183e-17 1.783713e-10 displacement 4.040694e-07 3.923912e-13 4.038501e-13 convergence summary number of iterations : 36 number of reformations : 4 ------- converged at time : 0.363212 AUTO STEPPER: decreasing time step, dt = 0.0100003 ===== beginning time step 19 : 0.373213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000373213 Setting parameter "scale" to : 0.000373213 Setting parameter "scale" to : 0.000373213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.373213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.061294e-16 0.000000e+00 energy 1.770809e-08 4.474880e-13 1.770809e-10 displacement 4.036296e-07 4.036296e-07 4.036296e-13 2 Nonlinear solution status: time= 0.373213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.598601 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.491382e-16 0.000000e+00 energy 1.770809e-08 6.527258e-14 1.770809e-10 displacement 4.036296e-07 2.403472e-09 4.055371e-13 3 Nonlinear solution status: time= 0.373213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.271103 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.213292e-16 0.000000e+00 energy 1.770809e-08 1.931937e-14 1.770809e-10 displacement 4.036296e-07 1.576202e-10 4.063634e-13 4 Nonlinear solution status: time= 0.373213 stiffness updates = 3 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.110139 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.059351e-16 0.000000e+00 energy 1.770809e-08 9.920249e-15 1.770809e-10 displacement 4.036296e-07 6.895604e-11 4.066002e-13 5 Nonlinear solution status: time= 0.373213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.323221 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 9.489065e-16 0.000000e+00 energy 1.770809e-08 3.201687e-14 1.770809e-10 displacement 4.036296e-07 1.292411e-09 4.074797e-13 6 Nonlinear solution status: time= 0.373213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.127553 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 6.615596e-16 0.000000e+00 energy 1.770809e-08 2.394490e-14 1.770809e-10 displacement 4.036296e-07 1.095830e-09 4.101713e-13 7 Nonlinear solution status: time= 0.373213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.150907 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 5.747789e-16 0.000000e+00 energy 1.770809e-08 1.860997e-14 1.770809e-10 displacement 4.036296e-07 2.648267e-10 4.117052e-13 8 Nonlinear solution status: time= 0.373213 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.110880 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 3.413589e-16 0.000000e+00 energy 1.770809e-08 5.316516e-15 1.770809e-10 displacement 4.036296e-07 5.561207e-11 4.111686e-13 9 Nonlinear solution status: time= 0.373213 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.159366 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 4.889569e-16 0.000000e+00 energy 1.770809e-08 8.939792e-15 1.770809e-10 displacement 4.036296e-07 2.919371e-10 4.086229e-13 10 Nonlinear solution status: time= 0.373213 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 1 step from line search = 0.132894 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 9.142525e-16 0.000000e+00 energy 1.770809e-08 4.313496e-14 1.770809e-10 displacement 4.036296e-07 1.531635e-09 4.047814e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.373213 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.593843 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.976062e-16 0.000000e+00 energy 1.770809e-08 1.058450e-14 1.770809e-10 displacement 4.036296e-07 4.917074e-10 4.037703e-13 12 Nonlinear solution status: time= 0.373213 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.158639 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.288294e-16 0.000000e+00 energy 1.770809e-08 5.122372e-15 1.770809e-10 displacement 4.036296e-07 2.998927e-10 4.034289e-13 13 Nonlinear solution status: time= 0.373213 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.081872 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 6.378974e-17 0.000000e+00 energy 1.770809e-08 3.897049e-15 1.770809e-10 displacement 4.036296e-07 9.831386e-11 4.035144e-13 14 Nonlinear solution status: time= 0.373213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.280301 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.576525e-16 0.000000e+00 energy 1.770809e-08 6.593627e-15 1.770809e-10 displacement 4.036296e-07 3.360941e-10 4.041549e-13 15 Nonlinear solution status: time= 0.373213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.280170 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.384950e-16 0.000000e+00 energy 1.770809e-08 9.569928e-15 1.770809e-10 displacement 4.036296e-07 3.935523e-10 4.055422e-13 16 Nonlinear solution status: time= 0.373213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.265534 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.135997e-16 0.000000e+00 energy 1.770809e-08 5.195755e-15 1.770809e-10 displacement 4.036296e-07 3.747738e-11 4.057709e-13 17 Nonlinear solution status: time= 0.373213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.225486 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.256210e-16 0.000000e+00 energy 1.770809e-08 3.701692e-15 1.770809e-10 displacement 4.036296e-07 1.080295e-10 4.051857e-13 18 Nonlinear solution status: time= 0.373213 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.131610 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.355076e-16 0.000000e+00 energy 1.770809e-08 3.478129e-15 1.770809e-10 displacement 4.036296e-07 1.813998e-10 4.045571e-13 19 Nonlinear solution status: time= 0.373213 stiffness updates = 8 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.091870 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.053614e-16 0.000000e+00 energy 1.770809e-08 2.656119e-15 1.770809e-10 displacement 4.036296e-07 1.803618e-10 4.042119e-13 20 Nonlinear solution status: time= 0.373213 stiffness updates = 9 right hand side evaluations = 53 stiffness matrix reformations = 2 step from line search = 0.081323 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.064720e-16 0.000000e+00 energy 1.770809e-08 2.419479e-15 1.770809e-10 displacement 4.036296e-07 9.459274e-11 4.041093e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.373213 stiffness updates = 0 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.344501 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 5.203312e-17 0.000000e+00 energy 1.770809e-08 3.078399e-15 1.770809e-10 displacement 4.036296e-07 1.806346e-10 4.036623e-13 22 Nonlinear solution status: time= 0.373213 stiffness updates = 1 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.108795 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 4.244683e-17 0.000000e+00 energy 1.770809e-08 2.542239e-16 1.770809e-10 displacement 4.036296e-07 6.358414e-11 4.035033e-13 23 Nonlinear solution status: time= 0.373213 stiffness updates = 2 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.073868 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 3.232302e-17 0.000000e+00 energy 1.770809e-08 7.808021e-16 1.770809e-10 displacement 4.036296e-07 2.007747e-11 4.034505e-13 24 Nonlinear solution status: time= 0.373213 stiffness updates = 3 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.091390 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.519625e-17 0.000000e+00 energy 1.770809e-08 7.803288e-16 1.770809e-10 displacement 4.036296e-07 1.735269e-11 4.034246e-13 25 Nonlinear solution status: time= 0.373213 stiffness updates = 4 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.109679 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.718998e-17 0.000000e+00 energy 1.770809e-08 7.113912e-16 1.770809e-10 displacement 4.036296e-07 1.960106e-11 4.034240e-13 26 Nonlinear solution status: time= 0.373213 stiffness updates = 5 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.206153 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.959928e-17 0.000000e+00 energy 1.770809e-08 9.414196e-16 1.770809e-10 displacement 4.036296e-07 2.821470e-11 4.034626e-13 27 Nonlinear solution status: time= 0.373213 stiffness updates = 6 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.263101 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.581996e-17 0.000000e+00 energy 1.770809e-08 1.162830e-15 1.770809e-10 displacement 4.036296e-07 1.881555e-11 4.035128e-13 28 Nonlinear solution status: time= 0.373213 stiffness updates = 7 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.233951 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.802806e-17 0.000000e+00 energy 1.770809e-08 9.381372e-16 1.770809e-10 displacement 4.036296e-07 1.430400e-11 4.035182e-13 29 Nonlinear solution status: time= 0.373213 stiffness updates = 8 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.315144 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.330656e-17 0.000000e+00 energy 1.770809e-08 1.259809e-15 1.770809e-10 displacement 4.036296e-07 4.161032e-11 4.034978e-13 30 Nonlinear solution status: time= 0.373213 stiffness updates = 9 right hand side evaluations = 80 stiffness matrix reformations = 3 step from line search = 0.140044 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.862283e-17 0.000000e+00 energy 1.770809e-08 5.830025e-16 1.770809e-10 displacement 4.036296e-07 2.127096e-11 4.035110e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.373213 stiffness updates = 0 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.271858 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.085766e-17 0.000000e+00 energy 1.770809e-08 5.769394e-16 1.770809e-10 displacement 4.036296e-07 2.919881e-11 4.034517e-13 32 Nonlinear solution status: time= 0.373213 stiffness updates = 1 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.100427 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.073542e-17 0.000000e+00 energy 1.770809e-08 1.610546e-16 1.770809e-10 displacement 4.036296e-07 1.316299e-11 4.034267e-13 33 Nonlinear solution status: time= 0.373213 stiffness updates = 2 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.109755 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.145672e-17 0.000000e+00 energy 1.770809e-08 3.399158e-16 1.770809e-10 displacement 4.036296e-07 6.207927e-12 4.034098e-13 34 Nonlinear solution status: time= 0.373213 stiffness updates = 3 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.065080 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 7.292781e-18 0.000000e+00 energy 1.770809e-08 1.162326e-16 1.770809e-10 displacement 4.036296e-07 2.226575e-12 4.034017e-13 35 Nonlinear solution status: time= 0.373213 stiffness updates = 4 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.082189 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 7.514200e-18 0.000000e+00 energy 1.770809e-08 1.511461e-16 1.770809e-10 displacement 4.036296e-07 1.785574e-12 4.033966e-13 36 Nonlinear solution status: time= 0.373213 stiffness updates = 5 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.079838 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 8.338017e-18 0.000000e+00 energy 1.770809e-08 1.343875e-16 1.770809e-10 displacement 4.036296e-07 9.374635e-13 4.033943e-13 37 Nonlinear solution status: time= 0.373213 stiffness updates = 6 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.235515 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 6.193003e-18 0.000000e+00 energy 1.770809e-08 4.035028e-16 1.770809e-10 displacement 4.036296e-07 6.618688e-12 4.033960e-13 38 Nonlinear solution status: time= 0.373213 stiffness updates = 7 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.281347 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 5.289922e-18 0.000000e+00 energy 1.770809e-08 2.833392e-16 1.770809e-10 displacement 4.036296e-07 4.873169e-12 4.034037e-13 39 Nonlinear solution status: time= 0.373213 stiffness updates = 8 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.414734 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 4.884397e-18 0.000000e+00 energy 1.770809e-08 3.757428e-16 1.770809e-10 displacement 4.036296e-07 1.219298e-11 4.034244e-13 40 Nonlinear solution status: time= 0.373213 stiffness updates = 9 right hand side evaluations = 106 stiffness matrix reformations = 4 step from line search = 0.367048 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 7.250674e-18 0.000000e+00 energy 1.770809e-08 3.975041e-16 1.770809e-10 displacement 4.036296e-07 9.336132e-12 4.034460e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.373213 stiffness updates = 0 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.269943 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 4.231727e-18 0.000000e+00 energy 1.770809e-08 1.496440e-16 1.770809e-10 displacement 4.036296e-07 6.659554e-12 4.034269e-13 42 Nonlinear solution status: time= 0.373213 stiffness updates = 1 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.091111 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 6.065733e-18 0.000000e+00 energy 1.770809e-08 1.792236e-16 1.770809e-10 displacement 4.036296e-07 4.655290e-12 4.034148e-13 43 Nonlinear solution status: time= 0.373213 stiffness updates = 2 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.056948 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 4.482388e-18 0.000000e+00 energy 1.770809e-08 5.598437e-17 1.770809e-10 displacement 4.036296e-07 1.428716e-12 4.034091e-13 44 Nonlinear solution status: time= 0.373213 stiffness updates = 3 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.067291 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 3.483215e-18 0.000000e+00 energy 1.770809e-08 7.106660e-17 1.770809e-10 displacement 4.036296e-07 1.300143e-12 4.034042e-13 45 Nonlinear solution status: time= 0.373213 stiffness updates = 4 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.073208 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.746810e-18 0.000000e+00 energy 1.770809e-08 5.323915e-17 1.770809e-10 displacement 4.036296e-07 8.181634e-13 4.034013e-13 46 Nonlinear solution status: time= 0.373213 stiffness updates = 5 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.197036 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.812892e-18 0.000000e+00 energy 1.770809e-08 9.058746e-17 1.770809e-10 displacement 4.036296e-07 8.412297e-13 4.033983e-13 47 Nonlinear solution status: time= 0.373213 stiffness updates = 6 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.234666 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.626174e-18 0.000000e+00 energy 1.770809e-08 1.804651e-16 1.770809e-10 displacement 4.036296e-07 6.676541e-12 4.034018e-13 48 Nonlinear solution status: time= 0.373213 stiffness updates = 7 right hand side evaluations = 128 stiffness matrix reformations = 5 step from line search = 0.300910 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.668958e-18 0.000000e+00 energy 1.770809e-08 1.376115e-16 1.770809e-10 displacement 4.036296e-07 4.844650e-12 4.034151e-13 49 Nonlinear solution status: time= 0.373213 stiffness updates = 8 right hand side evaluations = 130 stiffness matrix reformations = 5 step from line search = 0.497357 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.077526e-18 0.000000e+00 energy 1.770809e-08 8.483637e-17 1.770809e-10 displacement 4.036296e-07 1.895344e-12 4.034183e-13 50 Nonlinear solution status: time= 0.373213 stiffness updates = 9 right hand side evaluations = 132 stiffness matrix reformations = 5 step from line search = 0.289076 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.816394e-18 0.000000e+00 energy 1.770809e-08 1.473019e-16 1.770809e-10 displacement 4.036296e-07 3.191920e-12 4.034201e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.373213 stiffness updates = 0 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.274455 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.756982e-18 0.000000e+00 energy 1.770809e-08 5.400457e-17 1.770809e-10 displacement 4.036296e-07 1.810024e-12 4.034124e-13 52 Nonlinear solution status: time= 0.373213 stiffness updates = 1 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.084106 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 2.254848e-18 0.000000e+00 energy 1.770809e-08 7.383034e-17 1.770809e-10 displacement 4.036296e-07 2.161832e-12 4.034069e-13 53 Nonlinear solution status: time= 0.373213 stiffness updates = 2 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.062477 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.502906e-18 0.000000e+00 energy 1.770809e-08 2.397052e-17 1.770809e-10 displacement 4.036296e-07 7.381041e-13 4.034044e-13 54 Nonlinear solution status: time= 0.373213 stiffness updates = 3 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.063198 convergence norms : INITIAL CURRENT REQUIRED residual 9.328815e-09 1.121837e-18 0.000000e+00 energy 1.770809e-08 1.957423e-17 1.770809e-10 displacement 4.036296e-07 3.500902e-13 4.034027e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.373213 AUTO STEPPER: decreasing time step, dt = 0.0100001 ===== beginning time step 20 : 0.383213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000383213 Setting parameter "scale" to : 0.000383213 Setting parameter "scale" to : 0.000383213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.383213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.545447e-16 0.000000e+00 energy 1.758059e-08 4.422652e-13 1.758059e-10 displacement 4.031739e-07 4.031739e-07 4.031739e-13 2 Nonlinear solution status: time= 0.383213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.617072 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 5.870501e-17 0.000000e+00 energy 1.758059e-08 1.210811e-14 1.758059e-10 displacement 4.031739e-07 1.577547e-10 4.031739e-13 3 Nonlinear solution status: time= 0.383213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.504035 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 9.145801e-17 0.000000e+00 energy 1.758059e-08 3.824194e-15 1.758059e-10 displacement 4.031739e-07 9.043679e-12 4.031292e-13 4 Nonlinear solution status: time= 0.383213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.177417 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.080247e-16 0.000000e+00 energy 1.758059e-08 4.016502e-15 1.758059e-10 displacement 4.031739e-07 1.686949e-11 4.030880e-13 5 Nonlinear solution status: time= 0.383213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.193576 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.692267e-16 0.000000e+00 energy 1.758059e-08 6.169446e-15 1.758059e-10 displacement 4.031739e-07 3.629264e-11 4.030767e-13 6 Nonlinear solution status: time= 0.383213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.164397 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.666005e-16 0.000000e+00 energy 1.758059e-08 3.820079e-15 1.758059e-10 displacement 4.031739e-07 4.528427e-11 4.031202e-13 7 Nonlinear solution status: time= 0.383213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.089414 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.144089e-16 0.000000e+00 energy 1.758059e-08 1.329179e-15 1.758059e-10 displacement 4.031739e-07 2.922540e-11 4.031894e-13 8 Nonlinear solution status: time= 0.383213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.168680 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.685397e-16 0.000000e+00 energy 1.758059e-08 2.041272e-15 1.758059e-10 displacement 4.031739e-07 7.342125e-12 4.031822e-13 9 Nonlinear solution status: time= 0.383213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.153110 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.264842e-16 0.000000e+00 energy 1.758059e-08 4.014241e-15 1.758059e-10 displacement 4.031739e-07 3.248467e-11 4.031304e-13 10 Nonlinear solution status: time= 0.383213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.088813 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 8.512352e-17 0.000000e+00 energy 1.758059e-08 2.985919e-15 1.758059e-10 displacement 4.031739e-07 1.411345e-11 4.031091e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.383213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.471667 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 3.095692e-17 0.000000e+00 energy 1.758059e-08 1.210872e-15 1.758059e-10 displacement 4.031739e-07 5.700048e-11 4.029863e-13 12 Nonlinear solution status: time= 0.383213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.100022 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.800435e-17 0.000000e+00 energy 1.758059e-08 8.659961e-16 1.758059e-10 displacement 4.031739e-07 3.565527e-11 4.029551e-13 13 Nonlinear solution status: time= 0.383213 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.053693 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 9.370641e-18 0.000000e+00 energy 1.758059e-08 3.011229e-16 1.758059e-10 displacement 4.031739e-07 1.953845e-12 4.029548e-13 14 Nonlinear solution status: time= 0.383213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.289875 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.439575e-17 0.000000e+00 energy 1.758059e-08 7.004483e-16 1.758059e-10 displacement 4.031739e-07 7.494615e-12 4.029628e-13 15 Nonlinear solution status: time= 0.383213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.519689 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 5.039221e-17 0.000000e+00 energy 1.758059e-08 1.380873e-15 1.758059e-10 displacement 4.031739e-07 1.784691e-11 4.029722e-13 16 Nonlinear solution status: time= 0.383213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.339814 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.946606e-17 0.000000e+00 energy 1.758059e-08 8.359157e-16 1.758059e-10 displacement 4.031739e-07 1.180261e-11 4.029904e-13 17 Nonlinear solution status: time= 0.383213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.558738 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 2.531875e-17 0.000000e+00 energy 1.758059e-08 6.378056e-16 1.758059e-10 displacement 4.031739e-07 1.251385e-11 4.029860e-13 18 Nonlinear solution status: time= 0.383213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.182317 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.973115e-17 0.000000e+00 energy 1.758059e-08 4.963464e-16 1.758059e-10 displacement 4.031739e-07 8.685527e-12 4.029873e-13 19 Nonlinear solution status: time= 0.383213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.155554 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.731368e-17 0.000000e+00 energy 1.758059e-08 3.251270e-16 1.758059e-10 displacement 4.031739e-07 6.080533e-12 4.029906e-13 20 Nonlinear solution status: time= 0.383213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.142598 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 2.749010e-17 0.000000e+00 energy 1.758059e-08 6.037553e-16 1.758059e-10 displacement 4.031739e-07 4.239205e-12 4.029944e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.383213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.389337 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.298079e-17 0.000000e+00 energy 1.758059e-08 2.519921e-16 1.758059e-10 displacement 4.031739e-07 1.140608e-11 4.029686e-13 22 Nonlinear solution status: time= 0.383213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.085262 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 9.149876e-18 0.000000e+00 energy 1.758059e-08 2.045110e-16 1.758059e-10 displacement 4.031739e-07 9.060035e-12 4.029584e-13 23 Nonlinear solution status: time= 0.383213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.060891 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 3.170977e-18 0.000000e+00 energy 1.758059e-08 7.732750e-17 1.758059e-10 displacement 4.031739e-07 2.431785e-12 4.029579e-13 24 Nonlinear solution status: time= 0.383213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.116693 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 2.500904e-18 0.000000e+00 energy 1.758059e-08 9.187191e-17 1.758059e-10 displacement 4.031739e-07 6.196354e-13 4.029577e-13 25 Nonlinear solution status: time= 0.383213 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.269413 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 5.915294e-18 0.000000e+00 energy 1.758059e-08 1.206950e-16 1.758059e-10 displacement 4.031739e-07 2.385392e-12 4.029578e-13 26 Nonlinear solution status: time= 0.383213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.292867 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 3.316017e-18 0.000000e+00 energy 1.758059e-08 1.727211e-16 1.758059e-10 displacement 4.031739e-07 6.867007e-12 4.029676e-13 27 Nonlinear solution status: time= 0.383213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.512337 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 2.900451e-18 0.000000e+00 energy 1.758059e-08 1.841414e-16 1.758059e-10 displacement 4.031739e-07 2.763807e-12 4.029757e-13 28 Nonlinear solution status: time= 0.383213 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.345112 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 3.228231e-18 0.000000e+00 energy 1.758059e-08 1.795688e-16 1.758059e-10 displacement 4.031739e-07 1.616638e-12 4.029746e-13 29 Nonlinear solution status: time= 0.383213 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.239934 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 4.173704e-18 0.000000e+00 energy 1.758059e-08 1.408474e-16 1.758059e-10 displacement 4.031739e-07 2.005810e-12 4.029714e-13 30 Nonlinear solution status: time= 0.383213 stiffness updates = 9 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.152985 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 4.855373e-18 0.000000e+00 energy 1.758059e-08 1.224240e-16 1.758059e-10 displacement 4.031739e-07 2.278162e-12 4.029709e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.383213 stiffness updates = 0 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.326114 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 2.718301e-18 0.000000e+00 energy 1.758059e-08 4.070013e-17 1.758059e-10 displacement 4.031739e-07 2.643350e-12 4.029628e-13 32 Nonlinear solution status: time= 0.383213 stiffness updates = 1 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.098887 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.924399e-18 0.000000e+00 energy 1.758059e-08 1.989595e-17 1.758059e-10 displacement 4.031739e-07 2.757755e-12 4.029581e-13 33 Nonlinear solution status: time= 0.383213 stiffness updates = 2 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.097027 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 1.201327e-18 0.000000e+00 energy 1.758059e-08 1.087373e-16 1.758059e-10 displacement 4.031739e-07 2.192472e-12 4.029580e-13 34 Nonlinear solution status: time= 0.383213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.106365 convergence norms : INITIAL CURRENT REQUIRED residual 9.200085e-09 2.018332e-18 0.000000e+00 energy 1.758059e-08 5.053463e-17 1.758059e-10 displacement 4.031739e-07 3.369565e-13 4.029581e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.383213 AUTO STEPPER: decreasing time step, dt = 0.0100001 ===== beginning time step 21 : 0.393213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000393213 Setting parameter "scale" to : 0.000393213 Setting parameter "scale" to : 0.000393213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.917282e-16 0.000000e+00 energy 1.745466e-08 4.381744e-13 1.745466e-10 displacement 4.027433e-07 4.027433e-07 4.027433e-13 2 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.606693 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.382557e-16 0.000000e+00 energy 1.745466e-08 3.820936e-14 1.745466e-10 displacement 4.027433e-07 7.820100e-10 4.032447e-13 3 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.483290 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.620240e-16 0.000000e+00 energy 1.745466e-08 1.386411e-14 1.745466e-10 displacement 4.027433e-07 6.513198e-11 4.032885e-13 4 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.160132 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.598806e-16 0.000000e+00 energy 1.745466e-08 1.496431e-14 1.745466e-10 displacement 4.027433e-07 1.515730e-10 4.034391e-13 5 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.162881 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.167565e-16 0.000000e+00 energy 1.745466e-08 1.032561e-14 1.745466e-10 displacement 4.027433e-07 1.780628e-10 4.037906e-13 6 Nonlinear solution status: time= 0.393213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.161250 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.440458e-16 0.000000e+00 energy 1.745466e-08 6.038374e-15 1.745466e-10 displacement 4.027433e-07 1.814677e-10 4.042306e-13 7 Nonlinear solution status: time= 0.393213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.143012 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.231141e-16 0.000000e+00 energy 1.745466e-08 5.062411e-15 1.745466e-10 displacement 4.027433e-07 9.844702e-11 4.043939e-13 8 Nonlinear solution status: time= 0.393213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.108807 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.346166e-16 0.000000e+00 energy 1.745466e-08 2.704700e-15 1.745466e-10 displacement 4.027433e-07 2.839138e-11 4.041914e-13 9 Nonlinear solution status: time= 0.393213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.172874 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.338262e-16 0.000000e+00 energy 1.745466e-08 9.218021e-15 1.745466e-10 displacement 4.027433e-07 1.279165e-10 4.035836e-13 10 Nonlinear solution status: time= 0.393213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.145668 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.219294e-16 0.000000e+00 energy 1.745466e-08 1.321604e-14 1.745466e-10 displacement 4.027433e-07 2.377982e-10 4.030440e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.505354 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.350267e-16 0.000000e+00 energy 1.745466e-08 2.547552e-15 1.745466e-10 displacement 4.027433e-07 2.031545e-10 4.026877e-13 12 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.113497 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.108075e-16 0.000000e+00 energy 1.745466e-08 4.671258e-15 1.745466e-10 displacement 4.027433e-07 1.020815e-10 4.025554e-13 13 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.045247 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 6.787607e-17 0.000000e+00 energy 1.745466e-08 9.281048e-16 1.745466e-10 displacement 4.027433e-07 9.310330e-12 4.025341e-13 14 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.222346 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 7.224247e-17 0.000000e+00 energy 1.745466e-08 3.721430e-15 1.745466e-10 displacement 4.027433e-07 1.005467e-10 4.025640e-13 15 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.303743 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 6.236549e-17 0.000000e+00 energy 1.745466e-08 3.851252e-15 1.745466e-10 displacement 4.027433e-07 1.564918e-10 4.027374e-13 16 Nonlinear solution status: time= 0.393213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.302207 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 5.143050e-17 0.000000e+00 energy 1.745466e-08 2.171042e-15 1.745466e-10 displacement 4.027433e-07 6.581203e-11 4.028484e-13 17 Nonlinear solution status: time= 0.393213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.218092 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 5.733231e-17 0.000000e+00 energy 1.745466e-08 2.309325e-15 1.745466e-10 displacement 4.027433e-07 5.270886e-11 4.029089e-13 18 Nonlinear solution status: time= 0.393213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.170613 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 5.248043e-17 0.000000e+00 energy 1.745466e-08 1.881384e-15 1.745466e-10 displacement 4.027433e-07 4.985219e-11 4.029415e-13 19 Nonlinear solution status: time= 0.393213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.127711 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.881363e-17 0.000000e+00 energy 1.745466e-08 1.393500e-15 1.745466e-10 displacement 4.027433e-07 3.826098e-11 4.029574e-13 20 Nonlinear solution status: time= 0.393213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.199893 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 7.429177e-17 0.000000e+00 energy 1.745466e-08 2.624284e-15 1.745466e-10 displacement 4.027433e-07 5.366530e-11 4.029306e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.336623 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 4.297526e-17 0.000000e+00 energy 1.745466e-08 1.097217e-15 1.745466e-10 displacement 4.027433e-07 8.907806e-11 4.026961e-13 22 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.070300 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.995875e-17 0.000000e+00 energy 1.745466e-08 4.879189e-16 1.745466e-10 displacement 4.027433e-07 4.779110e-11 4.025991e-13 23 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.081892 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.271487e-17 0.000000e+00 energy 1.745466e-08 7.028510e-16 1.745466e-10 displacement 4.027433e-07 3.459057e-11 4.025632e-13 24 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.103113 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.260324e-17 0.000000e+00 energy 1.745466e-08 7.453616e-16 1.745466e-10 displacement 4.027433e-07 2.226926e-11 4.025429e-13 25 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.197418 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.465154e-17 0.000000e+00 energy 1.745466e-08 8.633282e-16 1.745466e-10 displacement 4.027433e-07 2.669192e-11 4.025394e-13 26 Nonlinear solution status: time= 0.393213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.325052 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.855935e-17 0.000000e+00 energy 1.745466e-08 1.105946e-15 1.745466e-10 displacement 4.027433e-07 6.958680e-11 4.025911e-13 27 Nonlinear solution status: time= 0.393213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.285980 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.700717e-17 0.000000e+00 energy 1.745466e-08 6.449376e-16 1.745466e-10 displacement 4.027433e-07 2.161128e-11 4.026263e-13 28 Nonlinear solution status: time= 0.393213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.376818 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.343577e-17 0.000000e+00 energy 1.745466e-08 1.295853e-15 1.745466e-10 displacement 4.027433e-07 5.069234e-11 4.026484e-13 29 Nonlinear solution status: time= 0.393213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.258970 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.043331e-17 0.000000e+00 energy 1.745466e-08 1.049050e-15 1.745466e-10 displacement 4.027433e-07 4.973635e-11 4.027096e-13 30 Nonlinear solution status: time= 0.393213 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.133279 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.590466e-17 0.000000e+00 energy 1.745466e-08 4.979199e-16 1.745466e-10 displacement 4.027433e-07 1.650957e-11 4.027602e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.371574 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.094218e-17 0.000000e+00 energy 1.745466e-08 2.509497e-16 1.745466e-10 displacement 4.027433e-07 4.829239e-11 4.026173e-13 32 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.084729 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.657461e-17 0.000000e+00 energy 1.745466e-08 4.294435e-16 1.745466e-10 displacement 4.027433e-07 5.067524e-11 4.025538e-13 33 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.064120 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.037272e-17 0.000000e+00 energy 1.745466e-08 1.420274e-16 1.745466e-10 displacement 4.027433e-07 8.727158e-12 4.025435e-13 34 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.093833 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 7.875081e-18 0.000000e+00 energy 1.745466e-08 2.624924e-16 1.745466e-10 displacement 4.027433e-07 5.053318e-12 4.025291e-13 35 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.203985 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 8.521120e-18 0.000000e+00 energy 1.745466e-08 4.014845e-16 1.745466e-10 displacement 4.027433e-07 1.343823e-11 4.025147e-13 36 Nonlinear solution status: time= 0.393213 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.313125 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 8.753332e-18 0.000000e+00 energy 1.745466e-08 6.201521e-16 1.745466e-10 displacement 4.027433e-07 5.593905e-11 4.025653e-13 37 Nonlinear solution status: time= 0.393213 stiffness updates = 6 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.539941 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 7.270815e-18 0.000000e+00 energy 1.745466e-08 5.922816e-16 1.745466e-10 displacement 4.027433e-07 2.519416e-11 4.026194e-13 38 Nonlinear solution status: time= 0.393213 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.442442 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 8.454288e-18 0.000000e+00 energy 1.745466e-08 5.906881e-16 1.745466e-10 displacement 4.027433e-07 2.454412e-11 4.026205e-13 39 Nonlinear solution status: time= 0.393213 stiffness updates = 8 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.266054 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.259006e-17 0.000000e+00 energy 1.745466e-08 5.718487e-16 1.745466e-10 displacement 4.027433e-07 2.586396e-11 4.026302e-13 40 Nonlinear solution status: time= 0.393213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.195450 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.293111e-17 0.000000e+00 energy 1.745466e-08 5.330230e-16 1.745466e-10 displacement 4.027433e-07 2.029770e-11 4.026583e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.404633 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 8.612307e-18 0.000000e+00 energy 1.745466e-08 5.316604e-17 1.745466e-10 displacement 4.027433e-07 2.587476e-11 4.025756e-13 42 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.079310 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.259952e-17 0.000000e+00 energy 1.745466e-08 5.725886e-16 1.745466e-10 displacement 4.027433e-07 3.580101e-11 4.025355e-13 43 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.037050 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 9.186961e-18 0.000000e+00 energy 1.745466e-08 2.139213e-16 1.745466e-10 displacement 4.027433e-07 4.934612e-12 4.025329e-13 44 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.175367 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.027256e-17 0.000000e+00 energy 1.745466e-08 3.126287e-16 1.745466e-10 displacement 4.027433e-07 5.907663e-12 4.025262e-13 45 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.252072 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.398231e-17 0.000000e+00 energy 1.745466e-08 6.543462e-16 1.745466e-10 displacement 4.027433e-07 3.161910e-11 4.025435e-13 46 Nonlinear solution status: time= 0.393213 stiffness updates = 5 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.306673 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 7.784468e-18 0.000000e+00 energy 1.745466e-08 6.825222e-16 1.745466e-10 displacement 4.027433e-07 4.264181e-11 4.026233e-13 47 Nonlinear solution status: time= 0.393213 stiffness updates = 6 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.495017 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 6.590565e-18 0.000000e+00 energy 1.745466e-08 7.038900e-16 1.745466e-10 displacement 4.027433e-07 2.688792e-11 4.026654e-13 48 Nonlinear solution status: time= 0.393213 stiffness updates = 7 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.411662 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.170540e-17 0.000000e+00 energy 1.745466e-08 6.861291e-16 1.745466e-10 displacement 4.027433e-07 1.989246e-11 4.026549e-13 49 Nonlinear solution status: time= 0.393213 stiffness updates = 8 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.149233 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 8.500678e-18 0.000000e+00 energy 1.745466e-08 2.557681e-16 1.745466e-10 displacement 4.027433e-07 8.036030e-12 4.026451e-13 50 Nonlinear solution status: time= 0.393213 stiffness updates = 9 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.196952 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 9.504869e-18 0.000000e+00 energy 1.745466e-08 2.461953e-16 1.745466e-10 displacement 4.027433e-07 1.314950e-11 4.026237e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.341122 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 5.858108e-18 0.000000e+00 energy 1.745466e-08 9.642403e-17 1.745466e-10 displacement 4.027433e-07 1.279541e-11 4.025718e-13 52 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.087777 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 9.442886e-18 0.000000e+00 energy 1.745466e-08 3.504727e-16 1.745466e-10 displacement 4.027433e-07 1.945935e-11 4.025339e-13 53 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.036412 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.159917e-18 0.000000e+00 energy 1.745466e-08 1.830826e-17 1.745466e-10 displacement 4.027433e-07 4.732859e-12 4.025255e-13 54 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 138 stiffness matrix reformations = 6 step from line search = 0.051748 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.880075e-18 0.000000e+00 energy 1.745466e-08 6.047576e-17 1.745466e-10 displacement 4.027433e-07 1.142031e-12 4.025217e-13 55 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.217487 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.420112e-18 0.000000e+00 energy 1.745466e-08 1.536590e-16 1.745466e-10 displacement 4.027433e-07 4.204638e-12 4.025209e-13 56 Nonlinear solution status: time= 0.393213 stiffness updates = 5 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.238688 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 4.250287e-18 0.000000e+00 energy 1.745466e-08 2.479444e-16 1.745466e-10 displacement 4.027433e-07 1.322278e-11 4.025383e-13 57 Nonlinear solution status: time= 0.393213 stiffness updates = 6 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.221599 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.717056e-18 0.000000e+00 energy 1.745466e-08 1.809632e-16 1.745466e-10 displacement 4.027433e-07 7.109703e-12 4.025667e-13 58 Nonlinear solution status: time= 0.393213 stiffness updates = 7 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.217658 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 3.317850e-18 0.000000e+00 energy 1.745466e-08 9.995634e-17 1.745466e-10 displacement 4.027433e-07 1.364129e-12 4.025745e-13 59 Nonlinear solution status: time= 0.393213 stiffness updates = 8 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.156127 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.693509e-18 0.000000e+00 energy 1.745466e-08 8.620268e-17 1.745466e-10 displacement 4.027433e-07 1.550883e-12 4.025703e-13 60 Nonlinear solution status: time= 0.393213 stiffness updates = 9 right hand side evaluations = 156 stiffness matrix reformations = 6 step from line search = 0.113546 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.512663e-18 0.000000e+00 energy 1.745466e-08 4.957115e-17 1.745466e-10 displacement 4.027433e-07 1.593866e-12 4.025611e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.393213 stiffness updates = 0 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.260602 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.652939e-18 0.000000e+00 energy 1.745466e-08 6.798233e-17 1.745466e-10 displacement 4.027433e-07 4.431638e-12 4.025426e-13 62 Nonlinear solution status: time= 0.393213 stiffness updates = 1 right hand side evaluations = 160 stiffness matrix reformations = 7 step from line search = 0.082667 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.037469e-18 0.000000e+00 energy 1.745466e-08 6.174657e-17 1.745466e-10 displacement 4.027433e-07 4.982338e-12 4.025307e-13 63 Nonlinear solution status: time= 0.393213 stiffness updates = 2 right hand side evaluations = 162 stiffness matrix reformations = 7 step from line search = 0.088128 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 2.402223e-18 0.000000e+00 energy 1.745466e-08 8.193751e-17 1.745466e-10 displacement 4.027433e-07 4.004104e-12 4.025263e-13 64 Nonlinear solution status: time= 0.393213 stiffness updates = 3 right hand side evaluations = 165 stiffness matrix reformations = 7 step from line search = 0.065490 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 1.591972e-18 0.000000e+00 energy 1.745466e-08 3.044592e-17 1.745466e-10 displacement 4.027433e-07 7.823132e-13 4.025250e-13 65 Nonlinear solution status: time= 0.393213 stiffness updates = 4 right hand side evaluations = 168 stiffness matrix reformations = 7 step from line search = 0.091985 convergence norms : INITIAL CURRENT REQUIRED residual 9.073639e-09 9.461941e-19 0.000000e+00 energy 1.745466e-08 4.140133e-17 1.745466e-10 displacement 4.027433e-07 3.257417e-13 4.025234e-13 convergence summary number of iterations : 65 number of reformations : 7 ------- converged at time : 0.393213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 22 : 0.403213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000403213 Setting parameter "scale" to : 0.000403213 Setting parameter "scale" to : 0.000403213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.843739e-16 0.000000e+00 energy 1.733080e-08 4.396855e-13 1.733080e-10 displacement 4.023110e-07 4.023110e-07 4.023110e-13 2 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.611451 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.462028e-16 0.000000e+00 energy 1.733080e-08 3.654581e-14 1.733080e-10 displacement 4.023110e-07 1.064645e-09 4.030695e-13 3 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.687888e-16 0.000000e+00 energy 1.733080e-08 2.510952e-14 1.733080e-10 displacement 4.023110e-07 1.494688e-10 4.031495e-13 4 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.159836 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.905523e-16 0.000000e+00 energy 1.733080e-08 1.320086e-14 1.733080e-10 displacement 4.023110e-07 7.080482e-11 4.032012e-13 5 Nonlinear solution status: time= 0.403213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.294866 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.952320e-16 0.000000e+00 energy 1.733080e-08 1.341966e-14 1.733080e-10 displacement 4.023110e-07 1.406816e-10 4.031997e-13 6 Nonlinear solution status: time= 0.403213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.158767 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 5.427124e-16 0.000000e+00 energy 1.733080e-08 1.603003e-14 1.733080e-10 displacement 4.023110e-07 1.552859e-10 4.033777e-13 7 Nonlinear solution status: time= 0.403213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.092156 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.929163e-16 0.000000e+00 energy 1.733080e-08 8.539737e-15 1.733080e-10 displacement 4.023110e-07 5.580869e-11 4.035291e-13 8 Nonlinear solution status: time= 0.403213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.123638 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.371759e-16 0.000000e+00 energy 1.733080e-08 1.016732e-14 1.733080e-10 displacement 4.023110e-07 8.958574e-11 4.037124e-13 9 Nonlinear solution status: time= 0.403213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.196888 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 6.223495e-16 0.000000e+00 energy 1.733080e-08 2.555631e-14 1.733080e-10 displacement 4.023110e-07 1.512074e-10 4.038748e-13 10 Nonlinear solution status: time= 0.403213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.136836 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.887395e-16 0.000000e+00 energy 1.733080e-08 1.349889e-14 1.733080e-10 displacement 4.023110e-07 4.340861e-11 4.040112e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.496404 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.500711e-16 0.000000e+00 energy 1.733080e-08 6.233666e-15 1.733080e-10 displacement 4.023110e-07 5.231273e-10 4.026430e-13 12 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.105323 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.001834e-16 0.000000e+00 energy 1.733080e-08 3.355558e-15 1.733080e-10 displacement 4.023110e-07 3.470582e-10 4.021344e-13 13 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.065689 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 5.854176e-17 0.000000e+00 energy 1.733080e-08 3.128452e-15 1.733080e-10 displacement 4.023110e-07 6.269240e-11 4.021395e-13 14 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.136340 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 6.646751e-17 0.000000e+00 energy 1.733080e-08 2.504450e-15 1.733080e-10 displacement 4.023110e-07 8.251919e-11 4.022898e-13 15 Nonlinear solution status: time= 0.403213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.301374 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.048920e-16 0.000000e+00 energy 1.733080e-08 4.983570e-15 1.733080e-10 displacement 4.023110e-07 1.872658e-10 4.026981e-13 16 Nonlinear solution status: time= 0.403213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.296654 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 7.632800e-17 0.000000e+00 energy 1.733080e-08 5.295407e-15 1.733080e-10 displacement 4.023110e-07 2.297955e-10 4.032005e-13 17 Nonlinear solution status: time= 0.403213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.299363 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 6.508826e-17 0.000000e+00 energy 1.733080e-08 2.874789e-15 1.733080e-10 displacement 4.023110e-07 1.232621e-10 4.033126e-13 18 Nonlinear solution status: time= 0.403213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.190820 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 7.079016e-17 0.000000e+00 energy 1.733080e-08 2.551756e-15 1.733080e-10 displacement 4.023110e-07 9.829252e-11 4.032682e-13 19 Nonlinear solution status: time= 0.403213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.175701 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.114689e-16 0.000000e+00 energy 1.733080e-08 4.877417e-15 1.733080e-10 displacement 4.023110e-07 1.590909e-10 4.032113e-13 20 Nonlinear solution status: time= 0.403213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.099292 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.379819e-17 0.000000e+00 energy 1.733080e-08 1.592688e-15 1.733080e-10 displacement 4.023110e-07 5.914620e-11 4.032049e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.310556 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.581800e-17 0.000000e+00 energy 1.733080e-08 2.078809e-15 1.733080e-10 displacement 4.023110e-07 1.783436e-10 4.025818e-13 22 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.095749 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 6.371507e-17 0.000000e+00 energy 1.733080e-08 1.627714e-15 1.733080e-10 displacement 4.023110e-07 1.066615e-10 4.022571e-13 23 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.069101 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.403165e-17 0.000000e+00 energy 1.733080e-08 6.656375e-16 1.733080e-10 displacement 4.023110e-07 5.003820e-11 4.021271e-13 24 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.070526 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.878172e-17 0.000000e+00 energy 1.733080e-08 6.598522e-16 1.733080e-10 displacement 4.023110e-07 3.573586e-11 4.020913e-13 25 Nonlinear solution status: time= 0.403213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.079158 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.186634e-17 0.000000e+00 energy 1.733080e-08 4.282970e-16 1.733080e-10 displacement 4.023110e-07 1.000448e-11 4.020968e-13 26 Nonlinear solution status: time= 0.403213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.267379 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 2.256723e-17 0.000000e+00 energy 1.733080e-08 1.035168e-15 1.733080e-10 displacement 4.023110e-07 2.504449e-11 4.021284e-13 27 Nonlinear solution status: time= 0.403213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.315484 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.476814e-17 0.000000e+00 energy 1.733080e-08 1.446656e-15 1.733080e-10 displacement 4.023110e-07 9.905270e-11 4.022777e-13 28 Nonlinear solution status: time= 0.403213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.468527 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.294758e-17 0.000000e+00 energy 1.733080e-08 9.846601e-16 1.733080e-10 displacement 4.023110e-07 4.363493e-11 4.023879e-13 29 Nonlinear solution status: time= 0.403213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.315992 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.402828e-17 0.000000e+00 energy 1.733080e-08 6.772173e-16 1.733080e-10 displacement 4.023110e-07 1.982064e-11 4.023547e-13 30 Nonlinear solution status: time= 0.403213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.174831 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.730146e-17 0.000000e+00 energy 1.733080e-08 6.226135e-16 1.733080e-10 displacement 4.023110e-07 1.970848e-11 4.022971e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.265635 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.042991e-17 0.000000e+00 energy 1.733080e-08 5.090988e-16 1.733080e-10 displacement 4.023110e-07 3.577626e-11 4.021871e-13 32 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.115104 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.075694e-17 0.000000e+00 energy 1.733080e-08 1.109433e-16 1.733080e-10 displacement 4.023110e-07 2.089773e-11 4.021271e-13 33 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.067731 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.057608e-18 0.000000e+00 energy 1.733080e-08 1.444022e-16 1.733080e-10 displacement 4.023110e-07 9.568523e-12 4.021030e-13 34 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.135930 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.125043e-18 0.000000e+00 energy 1.733080e-08 3.470016e-16 1.733080e-10 displacement 4.023110e-07 9.489330e-12 4.020906e-13 35 Nonlinear solution status: time= 0.403213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.077901 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 6.067357e-18 0.000000e+00 energy 1.733080e-08 1.613932e-16 1.733080e-10 displacement 4.023110e-07 2.013214e-12 4.020885e-13 36 Nonlinear solution status: time= 0.403213 stiffness updates = 5 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.102424 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 5.583614e-18 0.000000e+00 energy 1.733080e-08 1.447297e-16 1.733080e-10 displacement 4.023110e-07 1.729667e-12 4.020883e-13 37 Nonlinear solution status: time= 0.403213 stiffness updates = 6 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.317138 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.211396e-18 0.000000e+00 energy 1.733080e-08 3.689263e-16 1.733080e-10 displacement 4.023110e-07 1.404031e-11 4.020999e-13 38 Nonlinear solution status: time= 0.403213 stiffness updates = 7 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.302116 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.217928e-18 0.000000e+00 energy 1.733080e-08 4.692680e-16 1.733080e-10 displacement 4.023110e-07 3.013864e-11 4.021591e-13 39 Nonlinear solution status: time= 0.403213 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.463400 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 5.030696e-18 0.000000e+00 energy 1.733080e-08 2.885540e-16 1.733080e-10 displacement 4.023110e-07 9.782695e-12 4.021851e-13 40 Nonlinear solution status: time= 0.403213 stiffness updates = 9 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.300778 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.933853e-18 0.000000e+00 energy 1.733080e-08 4.612143e-16 1.733080e-10 displacement 4.023110e-07 1.217184e-11 4.021956e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.309514 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 5.183315e-18 0.000000e+00 energy 1.733080e-08 1.476578e-16 1.733080e-10 displacement 4.023110e-07 1.626299e-11 4.021387e-13 42 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.100038 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.887811e-18 0.000000e+00 energy 1.733080e-08 8.920781e-17 1.733080e-10 displacement 4.023110e-07 1.070760e-11 4.021081e-13 43 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.096696 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 4.812767e-18 0.000000e+00 energy 1.733080e-08 1.501276e-16 1.733080e-10 displacement 4.023110e-07 8.020957e-12 4.020935e-13 44 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.060935 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 2.845111e-18 0.000000e+00 energy 1.733080e-08 4.419144e-17 1.733080e-10 displacement 4.023110e-07 1.825955e-12 4.020903e-13 45 Nonlinear solution status: time= 0.403213 stiffness updates = 4 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.088385 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.798496e-18 0.000000e+00 energy 1.733080e-08 7.268768e-17 1.733080e-10 displacement 4.023110e-07 1.072062e-12 4.020888e-13 46 Nonlinear solution status: time= 0.403213 stiffness updates = 5 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.222577 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.478345e-18 0.000000e+00 energy 1.733080e-08 1.408964e-16 1.733080e-10 displacement 4.023110e-07 3.524655e-12 4.020890e-13 47 Nonlinear solution status: time= 0.403213 stiffness updates = 6 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.319140 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 2.431473e-18 0.000000e+00 energy 1.733080e-08 2.545999e-16 1.733080e-10 displacement 4.023110e-07 2.472194e-11 4.021223e-13 48 Nonlinear solution status: time= 0.403213 stiffness updates = 7 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.509250 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.432849e-18 0.000000e+00 energy 1.733080e-08 2.527117e-16 1.733080e-10 displacement 4.023110e-07 8.641130e-12 4.021564e-13 49 Nonlinear solution status: time= 0.403213 stiffness updates = 8 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.248729 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.791873e-18 0.000000e+00 energy 1.733080e-08 1.459959e-16 1.733080e-10 displacement 4.023110e-07 2.255326e-12 4.021617e-13 50 Nonlinear solution status: time= 0.403213 stiffness updates = 9 right hand side evaluations = 128 stiffness matrix reformations = 5 step from line search = 0.238057 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 5.958843e-18 0.000000e+00 energy 1.733080e-08 2.729449e-16 1.733080e-10 displacement 4.023110e-07 6.259065e-12 4.021497e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.388822 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.280928e-18 0.000000e+00 energy 1.733080e-08 6.327216e-17 1.733080e-10 displacement 4.023110e-07 1.250259e-11 4.021108e-13 52 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 132 stiffness matrix reformations = 6 step from line search = 0.079669 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 2.628783e-18 0.000000e+00 energy 1.733080e-08 4.540430e-17 1.733080e-10 displacement 4.023110e-07 8.261463e-12 4.020941e-13 53 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.103997 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 3.046184e-18 0.000000e+00 energy 1.733080e-08 1.039257e-16 1.733080e-10 displacement 4.023110e-07 3.298479e-12 4.020897e-13 54 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.063508 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.097506e-18 0.000000e+00 energy 1.733080e-08 3.618143e-17 1.733080e-10 displacement 4.023110e-07 6.015582e-13 4.020892e-13 55 Nonlinear solution status: time= 0.403213 stiffness updates = 4 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.112893 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 9.120768e-19 0.000000e+00 energy 1.733080e-08 3.144816e-17 1.733080e-10 displacement 4.023110e-07 6.104870e-13 4.020891e-13 56 Nonlinear solution status: time= 0.403213 stiffness updates = 5 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.331704 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.240925e-18 0.000000e+00 energy 1.733080e-08 8.744731e-17 1.733080e-10 displacement 4.023110e-07 6.584243e-12 4.020962e-13 57 Nonlinear solution status: time= 0.403213 stiffness updates = 6 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.339180 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 6.877324e-19 0.000000e+00 energy 1.733080e-08 1.078862e-16 1.733080e-10 displacement 4.023110e-07 9.069777e-12 4.021194e-13 58 Nonlinear solution status: time= 0.403213 stiffness updates = 7 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.588888 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.648291e-19 0.000000e+00 energy 1.733080e-08 3.621794e-17 1.733080e-10 displacement 4.023110e-07 1.022794e-12 4.021167e-13 59 Nonlinear solution status: time= 0.403213 stiffness updates = 8 right hand side evaluations = 151 stiffness matrix reformations = 6 step from line search = 0.233155 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.031331e-18 0.000000e+00 energy 1.733080e-08 3.389685e-17 1.733080e-10 displacement 4.023110e-07 1.671715e-12 4.021082e-13 60 Nonlinear solution status: time= 0.403213 stiffness updates = 9 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.149329 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.123275e-18 0.000000e+00 energy 1.733080e-08 4.497035e-17 1.733080e-10 displacement 4.023110e-07 1.686210e-12 4.021015e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.403213 stiffness updates = 0 right hand side evaluations = 155 stiffness matrix reformations = 7 step from line search = 0.302934 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 8.721888e-19 0.000000e+00 energy 1.733080e-08 5.418184e-18 1.733080e-10 displacement 4.023110e-07 1.777336e-12 4.020951e-13 62 Nonlinear solution status: time= 0.403213 stiffness updates = 1 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.074336 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.477309e-18 0.000000e+00 energy 1.733080e-08 3.466900e-17 1.733080e-10 displacement 4.023110e-07 2.151755e-12 4.020913e-13 63 Nonlinear solution status: time= 0.403213 stiffness updates = 2 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.074141 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 1.422617e-18 0.000000e+00 energy 1.733080e-08 4.743937e-17 1.733080e-10 displacement 4.023110e-07 1.550014e-12 4.020902e-13 64 Nonlinear solution status: time= 0.403213 stiffness updates = 3 right hand side evaluations = 163 stiffness matrix reformations = 7 step from line search = 0.029590 convergence norms : INITIAL CURRENT REQUIRED residual 8.949674e-09 9.575413e-19 0.000000e+00 energy 1.733080e-08 4.461153e-18 1.733080e-10 displacement 4.023110e-07 5.514019e-14 4.020899e-13 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.403213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 23 : 0.413213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000413213 Setting parameter "scale" to : 0.000413213 Setting parameter "scale" to : 0.000413213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.413213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 1.485434e-16 0.000000e+00 energy 1.720740e-08 4.349051e-13 1.720740e-10 displacement 4.018718e-07 4.018718e-07 4.018718e-13 2 Nonlinear solution status: time= 0.413213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.629962 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.747871e-17 0.000000e+00 energy 1.720740e-08 5.636085e-15 1.720740e-10 displacement 4.018718e-07 1.629680e-10 4.018754e-13 3 Nonlinear solution status: time= 0.413213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 7.926740e-17 0.000000e+00 energy 1.720740e-08 2.282106e-15 1.720740e-10 displacement 4.018718e-07 3.048319e-11 4.017326e-13 4 Nonlinear solution status: time= 0.413213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.131276 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 7.869108e-17 0.000000e+00 energy 1.720740e-08 2.221430e-15 1.720740e-10 displacement 4.018718e-07 3.941652e-11 4.016727e-13 5 Nonlinear solution status: time= 0.413213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.224821 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 7.720201e-17 0.000000e+00 energy 1.720740e-08 5.330831e-16 1.720740e-10 displacement 4.018718e-07 1.841152e-11 4.016831e-13 6 Nonlinear solution status: time= 0.413213 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.192323 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 6.755995e-17 0.000000e+00 energy 1.720740e-08 1.032315e-15 1.720740e-10 displacement 4.018718e-07 5.573343e-12 4.016940e-13 7 Nonlinear solution status: time= 0.413213 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.200895 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 5.348969e-17 0.000000e+00 energy 1.720740e-08 1.316033e-15 1.720740e-10 displacement 4.018718e-07 1.151053e-11 4.016823e-13 8 Nonlinear solution status: time= 0.413213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.114121 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.022505e-17 0.000000e+00 energy 1.720740e-08 6.639777e-16 1.720740e-10 displacement 4.018718e-07 8.989635e-12 4.016921e-13 9 Nonlinear solution status: time= 0.413213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.142170 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 1.724720e-17 0.000000e+00 energy 1.720740e-08 5.232943e-16 1.720740e-10 displacement 4.018718e-07 5.187346e-12 4.017148e-13 10 Nonlinear solution status: time= 0.413213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.304289 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 2.519065e-17 0.000000e+00 energy 1.720740e-08 1.105414e-15 1.720740e-10 displacement 4.018718e-07 4.334713e-12 4.017370e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.413213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.377504 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 1.133948e-17 0.000000e+00 energy 1.720740e-08 3.607038e-16 1.720740e-10 displacement 4.018718e-07 9.994201e-12 4.016934e-13 12 Nonlinear solution status: time= 0.413213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.085845 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 6.100745e-18 0.000000e+00 energy 1.720740e-08 5.819843e-17 1.720740e-10 displacement 4.018718e-07 5.917433e-12 4.016686e-13 13 Nonlinear solution status: time= 0.413213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.068126 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 2.694206e-18 0.000000e+00 energy 1.720740e-08 7.799365e-17 1.720740e-10 displacement 4.018718e-07 1.112993e-12 4.016597e-13 14 Nonlinear solution status: time= 0.413213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.100240 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 2.788312e-18 0.000000e+00 energy 1.720740e-08 1.174000e-16 1.720740e-10 displacement 4.018718e-07 7.810228e-13 4.016547e-13 15 Nonlinear solution status: time= 0.413213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.201645 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.538338e-18 0.000000e+00 energy 1.720740e-08 1.637719e-16 1.720740e-10 displacement 4.018718e-07 1.508040e-12 4.016510e-13 16 Nonlinear solution status: time= 0.413213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.266647 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.621591e-18 0.000000e+00 energy 1.720740e-08 1.884864e-16 1.720740e-10 displacement 4.018718e-07 2.277725e-12 4.016516e-13 17 Nonlinear solution status: time= 0.413213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.316644 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.874512e-18 0.000000e+00 energy 1.720740e-08 2.003453e-16 1.720740e-10 displacement 4.018718e-07 5.778872e-12 4.016613e-13 18 Nonlinear solution status: time= 0.413213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.448987 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 4.422504e-18 0.000000e+00 energy 1.720740e-08 3.425214e-16 1.720740e-10 displacement 4.018718e-07 1.004182e-11 4.016886e-13 19 Nonlinear solution status: time= 0.413213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.192917 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.082150e-18 0.000000e+00 energy 1.720740e-08 1.656708e-16 1.720740e-10 displacement 4.018718e-07 4.395423e-12 4.017095e-13 20 Nonlinear solution status: time= 0.413213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.253261 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 4.220436e-18 0.000000e+00 energy 1.720740e-08 1.381502e-16 1.720740e-10 displacement 4.018718e-07 5.877514e-12 4.017229e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.413213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.327996 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 2.513924e-18 0.000000e+00 energy 1.720740e-08 1.199598e-16 1.720740e-10 displacement 4.018718e-07 8.848673e-12 4.016854e-13 22 Nonlinear solution status: time= 0.413213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.076060 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 1.660392e-18 0.000000e+00 energy 1.720740e-08 3.980062e-18 1.720740e-10 displacement 4.018718e-07 5.953663e-12 4.016654e-13 23 Nonlinear solution status: time= 0.413213 stiffness updates = 2 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.095192 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 1.835359e-18 0.000000e+00 energy 1.720740e-08 8.641771e-17 1.720740e-10 displacement 4.018718e-07 3.249670e-12 4.016571e-13 24 Nonlinear solution status: time= 0.413213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.064046 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 1.324332e-18 0.000000e+00 energy 1.720740e-08 3.574526e-17 1.720740e-10 displacement 4.018718e-07 8.452404e-13 4.016549e-13 25 Nonlinear solution status: time= 0.413213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.056431 convergence norms : INITIAL CURRENT REQUIRED residual 8.827382e-09 3.725007e-19 0.000000e+00 energy 1.720740e-08 1.830449e-17 1.720740e-10 displacement 4.018718e-07 3.706823e-13 4.016541e-13 convergence summary number of iterations : 25 number of reformations : 3 ------- converged at time : 0.413213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 24 : 0.423213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000423213 Setting parameter "scale" to : 0.000423213 Setting parameter "scale" to : 0.000423213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.973928e-16 0.000000e+00 energy 1.708521e-08 4.353014e-13 1.708521e-10 displacement 4.014498e-07 4.014498e-07 4.014498e-13 2 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613270 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.338677e-16 0.000000e+00 energy 1.708521e-08 4.599666e-14 1.708521e-10 displacement 4.014498e-07 2.171759e-09 4.031873e-13 3 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.534828 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.568707e-16 0.000000e+00 energy 1.708521e-08 1.118810e-14 1.708521e-10 displacement 4.014498e-07 6.801808e-11 4.031045e-13 4 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.140326 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.264976e-16 0.000000e+00 energy 1.708521e-08 8.285582e-15 1.708521e-10 displacement 4.014498e-07 1.105924e-10 4.029310e-13 5 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.104365 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.178387e-16 0.000000e+00 energy 1.708521e-08 8.406895e-15 1.708521e-10 displacement 4.014498e-07 9.733267e-11 4.027898e-13 6 Nonlinear solution status: time= 0.423213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.147845 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.477790e-16 0.000000e+00 energy 1.708521e-08 1.912599e-15 1.708521e-10 displacement 4.014498e-07 2.289424e-10 4.027370e-13 7 Nonlinear solution status: time= 0.423213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.110994 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 3.030801e-16 0.000000e+00 energy 1.708521e-08 4.714330e-15 1.708521e-10 displacement 4.014498e-07 2.009416e-10 4.029036e-13 8 Nonlinear solution status: time= 0.423213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.090769 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.307608e-16 0.000000e+00 energy 1.708521e-08 2.245983e-15 1.708521e-10 displacement 4.014498e-07 2.883598e-11 4.028503e-13 9 Nonlinear solution status: time= 0.423213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.197583 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.915453e-16 0.000000e+00 energy 1.708521e-08 4.447088e-15 1.708521e-10 displacement 4.014498e-07 7.658775e-11 4.023705e-13 10 Nonlinear solution status: time= 0.423213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.155560 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.141541e-16 0.000000e+00 energy 1.708521e-08 6.243307e-15 1.708521e-10 displacement 4.014498e-07 1.390945e-10 4.018229e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.465976 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 5.006983e-17 0.000000e+00 energy 1.708521e-08 2.096468e-15 1.708521e-10 displacement 4.014498e-07 1.208233e-10 4.014481e-13 12 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.100631 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 3.747403e-17 0.000000e+00 energy 1.708521e-08 1.047920e-15 1.708521e-10 displacement 4.014498e-07 8.117036e-11 4.012681e-13 13 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.071937 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.494865e-17 0.000000e+00 energy 1.708521e-08 4.749366e-16 1.708521e-10 displacement 4.014498e-07 1.506306e-11 4.012322e-13 14 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.081590 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.565311e-17 0.000000e+00 energy 1.708521e-08 4.595054e-16 1.708521e-10 displacement 4.014498e-07 6.742248e-12 4.012232e-13 15 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.254955 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.644641e-17 0.000000e+00 energy 1.708521e-08 1.103416e-15 1.708521e-10 displacement 4.014498e-07 2.846272e-11 4.012425e-13 16 Nonlinear solution status: time= 0.423213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.236018 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.540528e-17 0.000000e+00 energy 1.708521e-08 1.019353e-15 1.708521e-10 displacement 4.014498e-07 1.865751e-11 4.012869e-13 17 Nonlinear solution status: time= 0.423213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.225289 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.590553e-17 0.000000e+00 energy 1.708521e-08 7.519355e-16 1.708521e-10 displacement 4.014498e-07 1.097549e-11 4.013168e-13 18 Nonlinear solution status: time= 0.423213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.174268 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.398294e-17 0.000000e+00 energy 1.708521e-08 5.416526e-16 1.708521e-10 displacement 4.014498e-07 8.356409e-12 4.013292e-13 19 Nonlinear solution status: time= 0.423213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.144565 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.269082e-17 0.000000e+00 energy 1.708521e-08 3.141878e-16 1.708521e-10 displacement 4.014498e-07 6.613892e-12 4.013237e-13 20 Nonlinear solution status: time= 0.423213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.166079 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.822778e-17 0.000000e+00 energy 1.708521e-08 6.997347e-16 1.708521e-10 displacement 4.014498e-07 1.407808e-11 4.013102e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.270056 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.110537e-17 0.000000e+00 energy 1.708521e-08 4.143515e-16 1.708521e-10 displacement 4.014498e-07 1.971407e-11 4.012610e-13 22 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.090376 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.346829e-17 0.000000e+00 energy 1.708521e-08 4.889300e-16 1.708521e-10 displacement 4.014498e-07 1.969553e-11 4.012437e-13 23 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.064665 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.147980e-17 0.000000e+00 energy 1.708521e-08 1.602643e-16 1.708521e-10 displacement 4.014498e-07 3.334691e-12 4.012414e-13 24 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.099000 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 9.637441e-18 0.000000e+00 energy 1.708521e-08 1.817281e-16 1.708521e-10 displacement 4.014498e-07 1.791311e-12 4.012351e-13 25 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.129002 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 8.803359e-18 0.000000e+00 energy 1.708521e-08 2.115067e-16 1.708521e-10 displacement 4.014498e-07 3.282459e-12 4.012264e-13 26 Nonlinear solution status: time= 0.423213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.163384 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 5.258357e-18 0.000000e+00 energy 1.708521e-08 2.663548e-16 1.708521e-10 displacement 4.014498e-07 5.104471e-12 4.012218e-13 27 Nonlinear solution status: time= 0.423213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.327152 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 6.123904e-18 0.000000e+00 energy 1.708521e-08 5.920192e-16 1.708521e-10 displacement 4.014498e-07 2.850256e-11 4.012414e-13 28 Nonlinear solution status: time= 0.423213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.493932 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.040469e-17 0.000000e+00 energy 1.708521e-08 7.841804e-16 1.708521e-10 displacement 4.014498e-07 4.879962e-11 4.013276e-13 29 Nonlinear solution status: time= 0.423213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.416815 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.191007e-17 0.000000e+00 energy 1.708521e-08 9.233749e-16 1.708521e-10 displacement 4.014498e-07 5.421286e-11 4.014891e-13 30 Nonlinear solution status: time= 0.423213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.278598 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.679511e-17 0.000000e+00 energy 1.708521e-08 9.589571e-16 1.708521e-10 displacement 4.014498e-07 2.049459e-11 4.015708e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.354694 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 9.492919e-18 0.000000e+00 energy 1.708521e-08 3.494848e-16 1.708521e-10 displacement 4.014498e-07 5.293726e-11 4.013690e-13 32 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.084440 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 9.696441e-18 0.000000e+00 energy 1.708521e-08 1.680520e-16 1.708521e-10 displacement 4.014498e-07 3.946614e-11 4.012648e-13 33 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.094915 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 9.582155e-18 0.000000e+00 energy 1.708521e-08 2.918652e-16 1.708521e-10 displacement 4.014498e-07 2.663124e-11 4.012284e-13 34 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.049448 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 4.379571e-18 0.000000e+00 energy 1.708521e-08 1.320122e-16 1.708521e-10 displacement 4.014498e-07 2.856900e-12 4.012257e-13 35 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.115122 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 3.197025e-18 0.000000e+00 energy 1.708521e-08 1.086387e-16 1.708521e-10 displacement 4.014498e-07 1.871553e-12 4.012227e-13 36 Nonlinear solution status: time= 0.423213 stiffness updates = 5 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.330776 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 5.673399e-18 0.000000e+00 energy 1.708521e-08 4.236743e-16 1.708521e-10 displacement 4.014498e-07 4.099973e-11 4.012549e-13 37 Nonlinear solution status: time= 0.423213 stiffness updates = 6 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.308377 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 4.108257e-18 0.000000e+00 energy 1.708521e-08 5.010306e-16 1.708521e-10 displacement 4.014498e-07 3.953393e-11 4.013591e-13 38 Nonlinear solution status: time= 0.423213 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.473037 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 7.142971e-18 0.000000e+00 energy 1.708521e-08 4.220985e-16 1.708521e-10 displacement 4.014498e-07 1.125058e-11 4.013870e-13 39 Nonlinear solution status: time= 0.423213 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.170535 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 6.991164e-18 0.000000e+00 energy 1.708521e-08 3.021533e-16 1.708521e-10 displacement 4.014498e-07 1.223575e-11 4.013903e-13 40 Nonlinear solution status: time= 0.423213 stiffness updates = 9 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.190618 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 9.776361e-18 0.000000e+00 energy 1.708521e-08 4.767122e-16 1.708521e-10 displacement 4.014498e-07 3.202098e-11 4.014165e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.325827 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 6.369403e-18 0.000000e+00 energy 1.708521e-08 1.192142e-16 1.708521e-10 displacement 4.014498e-07 2.327261e-11 4.013135e-13 42 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.075565 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 7.963725e-18 0.000000e+00 energy 1.708521e-08 2.071906e-16 1.708521e-10 displacement 4.014498e-07 2.738937e-11 4.012464e-13 43 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.057198 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 4.290990e-18 0.000000e+00 energy 1.708521e-08 7.552134e-17 1.708521e-10 displacement 4.014498e-07 1.170210e-11 4.012282e-13 44 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.050314 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.536931e-18 0.000000e+00 energy 1.708521e-08 6.708267e-17 1.708521e-10 displacement 4.014498e-07 2.098875e-12 4.012256e-13 45 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.119931 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.517284e-18 0.000000e+00 energy 1.708521e-08 6.133603e-17 1.708521e-10 displacement 4.014498e-07 1.575188e-12 4.012243e-13 46 Nonlinear solution status: time= 0.423213 stiffness updates = 5 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.284061 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.642735e-18 0.000000e+00 energy 1.708521e-08 1.989014e-16 1.708521e-10 displacement 4.014498e-07 1.663198e-11 4.012391e-13 47 Nonlinear solution status: time= 0.423213 stiffness updates = 6 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.311953 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.448841e-18 0.000000e+00 energy 1.708521e-08 2.724559e-16 1.708521e-10 displacement 4.014498e-07 3.543647e-11 4.013155e-13 48 Nonlinear solution status: time= 0.423213 stiffness updates = 7 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.523918 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.555582e-18 0.000000e+00 energy 1.708521e-08 1.367657e-16 1.708521e-10 displacement 4.014498e-07 3.410746e-12 4.013198e-13 49 Nonlinear solution status: time= 0.423213 stiffness updates = 8 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.245179 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 5.259856e-18 0.000000e+00 energy 1.708521e-08 2.478519e-16 1.708521e-10 displacement 4.014498e-07 8.893178e-12 4.013006e-13 50 Nonlinear solution status: time= 0.423213 stiffness updates = 9 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.162326 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 5.275407e-18 0.000000e+00 energy 1.708521e-08 2.479282e-16 1.708521e-10 displacement 4.014498e-07 9.908838e-12 4.012874e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.378336 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 3.078166e-18 0.000000e+00 energy 1.708521e-08 6.568718e-17 1.708521e-10 displacement 4.014498e-07 9.914114e-12 4.012498e-13 52 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.072717 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 5.774584e-18 0.000000e+00 energy 1.708521e-08 1.963034e-16 1.708521e-10 displacement 4.014498e-07 1.223660e-11 4.012298e-13 53 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.040536 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.071307e-18 0.000000e+00 energy 1.708521e-08 2.739319e-18 1.708521e-10 displacement 4.014498e-07 2.135019e-12 4.012271e-13 54 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.062593 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.436571e-18 0.000000e+00 energy 1.708521e-08 6.047089e-17 1.708521e-10 displacement 4.014498e-07 8.398803e-13 4.012260e-13 55 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.242187 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.141401e-18 0.000000e+00 energy 1.708521e-08 9.156079e-17 1.708521e-10 displacement 4.014498e-07 2.487868e-12 4.012259e-13 56 Nonlinear solution status: time= 0.423213 stiffness updates = 5 right hand side evaluations = 145 stiffness matrix reformations = 6 step from line search = 0.332902 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.681359e-18 0.000000e+00 energy 1.708521e-08 1.870211e-16 1.708521e-10 displacement 4.014498e-07 2.241389e-11 4.012543e-13 57 Nonlinear solution status: time= 0.423213 stiffness updates = 6 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.322845 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.164887e-18 0.000000e+00 energy 1.708521e-08 1.225679e-16 1.708521e-10 displacement 4.014498e-07 7.092559e-12 4.012864e-13 58 Nonlinear solution status: time= 0.423213 stiffness updates = 7 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.395387 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.231430e-18 0.000000e+00 energy 1.708521e-08 4.401167e-17 1.708521e-10 displacement 4.014498e-07 1.275063e-12 4.012782e-13 59 Nonlinear solution status: time= 0.423213 stiffness updates = 8 right hand side evaluations = 152 stiffness matrix reformations = 6 step from line search = 0.192143 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 2.743763e-18 0.000000e+00 energy 1.708521e-08 6.393481e-17 1.708521e-10 displacement 4.014498e-07 2.792502e-12 4.012607e-13 60 Nonlinear solution status: time= 0.423213 stiffness updates = 9 right hand side evaluations = 154 stiffness matrix reformations = 6 step from line search = 0.123693 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 3.116694e-18 0.000000e+00 energy 1.708521e-08 6.576658e-17 1.708521e-10 displacement 4.014498e-07 3.304414e-12 4.012458e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.423213 stiffness updates = 0 right hand side evaluations = 156 stiffness matrix reformations = 7 step from line search = 0.314380 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.604481e-18 0.000000e+00 energy 1.708521e-08 4.563530e-17 1.708521e-10 displacement 4.014498e-07 2.752261e-12 4.012344e-13 62 Nonlinear solution status: time= 0.423213 stiffness updates = 1 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.084590 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.695103e-18 0.000000e+00 energy 1.708521e-08 5.044319e-17 1.708521e-10 displacement 4.014498e-07 3.164906e-12 4.012279e-13 63 Nonlinear solution status: time= 0.423213 stiffness updates = 2 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.041714 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 1.461002e-18 0.000000e+00 energy 1.708521e-08 2.629800e-17 1.708521e-10 displacement 4.014498e-07 8.217510e-13 4.012267e-13 64 Nonlinear solution status: time= 0.423213 stiffness updates = 3 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.082732 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 8.640600e-19 0.000000e+00 energy 1.708521e-08 2.341485e-17 1.708521e-10 displacement 4.014498e-07 5.353202e-13 4.012261e-13 65 Nonlinear solution status: time= 0.423213 stiffness updates = 4 right hand side evaluations = 167 stiffness matrix reformations = 7 step from line search = 0.099819 convergence norms : INITIAL CURRENT REQUIRED residual 8.707099e-09 6.263427e-19 0.000000e+00 energy 1.708521e-08 3.021661e-17 1.708521e-10 displacement 4.014498e-07 3.518505e-13 4.012253e-13 convergence summary number of iterations : 65 number of reformations : 7 ------- converged at time : 0.423213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 25 : 0.433213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000433213 Setting parameter "scale" to : 0.000433213 Setting parameter "scale" to : 0.000433213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.433213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.731345e-16 0.000000e+00 energy 1.696418e-08 4.303665e-13 1.696418e-10 displacement 4.010099e-07 4.010099e-07 4.010099e-13 2 Nonlinear solution status: time= 0.433213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.611273 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 8.305744e-17 0.000000e+00 energy 1.696418e-08 2.147156e-14 1.696418e-10 displacement 4.010099e-07 3.631055e-10 4.011866e-13 3 Nonlinear solution status: time= 0.433213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.590471 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.258455e-16 0.000000e+00 energy 1.696418e-08 2.210888e-15 1.696418e-10 displacement 4.010099e-07 1.390952e-11 4.010815e-13 4 Nonlinear solution status: time= 0.433213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.161507 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.870364e-16 0.000000e+00 energy 1.696418e-08 4.784650e-15 1.696418e-10 displacement 4.010099e-07 3.697668e-11 4.009861e-13 5 Nonlinear solution status: time= 0.433213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.114390 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.327700e-16 0.000000e+00 energy 1.696418e-08 2.007218e-15 1.696418e-10 displacement 4.010099e-07 3.061520e-11 4.009461e-13 6 Nonlinear solution status: time= 0.433213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.119034 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.182100e-16 0.000000e+00 energy 1.696418e-08 1.540225e-15 1.696418e-10 displacement 4.010099e-07 1.607254e-11 4.009411e-13 7 Nonlinear solution status: time= 0.433213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.130074 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.182654e-16 0.000000e+00 energy 1.696418e-08 1.630445e-15 1.696418e-10 displacement 4.010099e-07 1.008957e-11 4.009342e-13 8 Nonlinear solution status: time= 0.433213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.095264 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.167630e-16 0.000000e+00 energy 1.696418e-08 1.618846e-15 1.696418e-10 displacement 4.010099e-07 2.918041e-12 4.009182e-13 9 Nonlinear solution status: time= 0.433213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.203523 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.206225e-16 0.000000e+00 energy 1.696418e-08 4.118675e-15 1.696418e-10 displacement 4.010099e-07 3.071852e-11 4.008837e-13 10 Nonlinear solution status: time= 0.433213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.121341 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 8.726021e-17 0.000000e+00 energy 1.696418e-08 2.562234e-15 1.696418e-10 displacement 4.010099e-07 1.351305e-11 4.008946e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.433213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.416963 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 4.030171e-17 0.000000e+00 energy 1.696418e-08 9.445994e-16 1.696418e-10 displacement 4.010099e-07 2.566582e-11 4.008373e-13 12 Nonlinear solution status: time= 0.433213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.099924 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 2.345596e-17 0.000000e+00 energy 1.696418e-08 4.914883e-16 1.696418e-10 displacement 4.010099e-07 1.562196e-11 4.008019e-13 13 Nonlinear solution status: time= 0.433213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.071039 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.061686e-17 0.000000e+00 energy 1.696418e-08 3.055811e-16 1.696418e-10 displacement 4.010099e-07 2.954388e-12 4.007930e-13 14 Nonlinear solution status: time= 0.433213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.154614 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.587076e-17 0.000000e+00 energy 1.696418e-08 5.621916e-16 1.696418e-10 displacement 4.010099e-07 3.684515e-12 4.007872e-13 15 Nonlinear solution status: time= 0.433213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.255893 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.566330e-17 0.000000e+00 energy 1.696418e-08 8.794553e-16 1.696418e-10 displacement 4.010099e-07 1.208558e-11 4.007947e-13 16 Nonlinear solution status: time= 0.433213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.315049 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.155948e-17 0.000000e+00 energy 1.696418e-08 6.775066e-16 1.696418e-10 displacement 4.010099e-07 1.355847e-11 4.008216e-13 17 Nonlinear solution status: time= 0.433213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.283503 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.215114e-17 0.000000e+00 energy 1.696418e-08 4.002745e-16 1.696418e-10 displacement 4.010099e-07 5.754788e-12 4.008399e-13 18 Nonlinear solution status: time= 0.433213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.167599 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.442386e-17 0.000000e+00 energy 1.696418e-08 4.524020e-16 1.696418e-10 displacement 4.010099e-07 5.792211e-12 4.008580e-13 19 Nonlinear solution status: time= 0.433213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.118962 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 9.950405e-18 0.000000e+00 energy 1.696418e-08 3.428814e-16 1.696418e-10 displacement 4.010099e-07 6.942040e-12 4.008828e-13 20 Nonlinear solution status: time= 0.433213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.170868 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.307849e-17 0.000000e+00 energy 1.696418e-08 5.263044e-16 1.696418e-10 displacement 4.010099e-07 8.593890e-12 4.009123e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.433213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.290645 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 8.553598e-18 0.000000e+00 energy 1.696418e-08 2.418120e-16 1.696418e-10 displacement 4.010099e-07 1.758066e-11 4.008510e-13 22 Nonlinear solution status: time= 0.433213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.085498 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.285714e-17 0.000000e+00 energy 1.696418e-08 4.470466e-16 1.696418e-10 displacement 4.010099e-07 1.750159e-11 4.008118e-13 23 Nonlinear solution status: time= 0.433213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.057880 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 9.972511e-18 0.000000e+00 energy 1.696418e-08 1.235888e-16 1.696418e-10 displacement 4.010099e-07 5.154623e-12 4.007996e-13 24 Nonlinear solution status: time= 0.433213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.061346 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 6.430093e-18 0.000000e+00 energy 1.696418e-08 1.115881e-16 1.696418e-10 displacement 4.010099e-07 3.018535e-12 4.007949e-13 25 Nonlinear solution status: time= 0.433213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.072300 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 3.372838e-18 0.000000e+00 energy 1.696418e-08 6.683377e-17 1.696418e-10 displacement 4.010099e-07 5.647023e-13 4.007919e-13 26 Nonlinear solution status: time= 0.433213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.255033 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 5.811278e-18 0.000000e+00 energy 1.696418e-08 2.705932e-16 1.696418e-10 displacement 4.010099e-07 6.695003e-12 4.007898e-13 27 Nonlinear solution status: time= 0.433213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.293779 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 4.595321e-18 0.000000e+00 energy 1.696418e-08 4.971456e-16 1.696418e-10 displacement 4.010099e-07 4.546883e-11 4.008501e-13 28 Nonlinear solution status: time= 0.433213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.473958 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 4.899973e-18 0.000000e+00 energy 1.696418e-08 4.607005e-16 1.696418e-10 displacement 4.010099e-07 1.644974e-11 4.009198e-13 29 Nonlinear solution status: time= 0.433213 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.417093 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 6.417916e-18 0.000000e+00 energy 1.696418e-08 3.978452e-16 1.696418e-10 displacement 4.010099e-07 8.166962e-12 4.009335e-13 30 Nonlinear solution status: time= 0.433213 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.196484 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 7.559385e-18 0.000000e+00 energy 1.696418e-08 4.511047e-16 1.696418e-10 displacement 4.010099e-07 9.713146e-12 4.009248e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.433213 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.363043 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 3.884927e-18 0.000000e+00 energy 1.696418e-08 2.306975e-16 1.696418e-10 displacement 4.010099e-07 2.141257e-11 4.008458e-13 32 Nonlinear solution status: time= 0.433213 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.104978 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 2.972951e-18 0.000000e+00 energy 1.696418e-08 5.452826e-18 1.696418e-10 displacement 4.010099e-07 1.080947e-11 4.008101e-13 33 Nonlinear solution status: time= 0.433213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.124360 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 2.041736e-18 0.000000e+00 energy 1.696418e-08 5.145293e-17 1.696418e-10 displacement 4.010099e-07 5.435131e-12 4.007951e-13 34 Nonlinear solution status: time= 0.433213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.143671 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.227456e-18 0.000000e+00 energy 1.696418e-08 7.453178e-17 1.696418e-10 displacement 4.010099e-07 2.759916e-12 4.007904e-13 35 Nonlinear solution status: time= 0.433213 stiffness updates = 4 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.114847 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 9.766570e-19 0.000000e+00 energy 1.696418e-08 4.230713e-17 1.696418e-10 displacement 4.010099e-07 5.028743e-13 4.007898e-13 36 Nonlinear solution status: time= 0.433213 stiffness updates = 5 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.199818 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.517975e-18 0.000000e+00 energy 1.696418e-08 5.959255e-17 1.696418e-10 displacement 4.010099e-07 1.652179e-12 4.007914e-13 37 Nonlinear solution status: time= 0.433213 stiffness updates = 6 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.268054 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.776227e-18 0.000000e+00 energy 1.696418e-08 1.039304e-16 1.696418e-10 displacement 4.010099e-07 1.148719e-11 4.008110e-13 38 Nonlinear solution status: time= 0.433213 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.245290 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.196844e-18 0.000000e+00 energy 1.696418e-08 9.498007e-17 1.696418e-10 displacement 4.010099e-07 8.928551e-12 4.008466e-13 39 Nonlinear solution status: time= 0.433213 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.354637 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.429606e-18 0.000000e+00 energy 1.696418e-08 6.048119e-17 1.696418e-10 displacement 4.010099e-07 6.653205e-13 4.008489e-13 40 Nonlinear solution status: time= 0.433213 stiffness updates = 9 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.147784 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 1.533274e-18 0.000000e+00 energy 1.696418e-08 3.172429e-17 1.696418e-10 displacement 4.010099e-07 1.127416e-12 4.008381e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.433213 stiffness updates = 0 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.321124 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 9.338371e-19 0.000000e+00 energy 1.696418e-08 3.479341e-17 1.696418e-10 displacement 4.010099e-07 6.279529e-12 4.008119e-13 42 Nonlinear solution status: time= 0.433213 stiffness updates = 1 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.082717 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 9.424134e-19 0.000000e+00 energy 1.696418e-08 1.038969e-17 1.696418e-10 displacement 4.010099e-07 5.257628e-12 4.007978e-13 43 Nonlinear solution status: time= 0.433213 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.098231 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 9.638857e-19 0.000000e+00 energy 1.696418e-08 2.717480e-17 1.696418e-10 displacement 4.010099e-07 2.707282e-12 4.007935e-13 44 Nonlinear solution status: time= 0.433213 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.064858 convergence norms : INITIAL CURRENT REQUIRED residual 8.588766e-09 4.387150e-19 0.000000e+00 energy 1.696418e-08 1.122328e-17 1.696418e-10 displacement 4.010099e-07 3.989581e-13 4.007928e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.433213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 26 : 0.443213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000443213 Setting parameter "scale" to : 0.000443213 Setting parameter "scale" to : 0.000443213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.443213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.681595e-16 0.000000e+00 energy 1.684432e-08 4.266300e-13 1.684432e-10 displacement 4.005774e-07 4.005774e-07 4.005774e-13 2 Nonlinear solution status: time= 0.443213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.615948 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 6.885652e-17 0.000000e+00 energy 1.684432e-08 1.174881e-14 1.684432e-10 displacement 4.005774e-07 1.217509e-10 4.005394e-13 3 Nonlinear solution status: time= 0.443213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.489523 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.045647e-16 0.000000e+00 energy 1.684432e-08 2.222028e-15 1.684432e-10 displacement 4.005774e-07 5.927247e-12 4.004790e-13 4 Nonlinear solution status: time= 0.443213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.259135 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.624301e-16 0.000000e+00 energy 1.684432e-08 3.995558e-15 1.684432e-10 displacement 4.005774e-07 2.821588e-11 4.004011e-13 5 Nonlinear solution status: time= 0.443213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.125518 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.298613e-16 0.000000e+00 energy 1.684432e-08 2.294288e-15 1.684432e-10 displacement 4.005774e-07 2.643674e-11 4.003955e-13 6 Nonlinear solution status: time= 0.443213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.135776 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.473879e-16 0.000000e+00 energy 1.684432e-08 1.988798e-15 1.684432e-10 displacement 4.005774e-07 1.368973e-11 4.004270e-13 7 Nonlinear solution status: time= 0.443213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.081049 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.269280e-16 0.000000e+00 energy 1.684432e-08 8.955927e-16 1.684432e-10 displacement 4.005774e-07 3.770324e-12 4.004464e-13 8 Nonlinear solution status: time= 0.443213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.124273 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.380331e-16 0.000000e+00 energy 1.684432e-08 1.527131e-15 1.684432e-10 displacement 4.005774e-07 1.032598e-11 4.004657e-13 9 Nonlinear solution status: time= 0.443213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.149697 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 8.498826e-17 0.000000e+00 energy 1.684432e-08 2.503639e-15 1.684432e-10 displacement 4.005774e-07 4.619461e-11 4.005482e-13 10 Nonlinear solution status: time= 0.443213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.095871 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 4.027487e-17 0.000000e+00 energy 1.684432e-08 1.273973e-15 1.684432e-10 displacement 4.005774e-07 1.638270e-11 4.006398e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.443213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.405150 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.873076e-17 0.000000e+00 energy 1.684432e-08 6.464526e-16 1.684432e-10 displacement 4.005774e-07 5.133053e-11 4.004590e-13 12 Nonlinear solution status: time= 0.443213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.084679 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.103077e-17 0.000000e+00 energy 1.684432e-08 2.920382e-16 1.684432e-10 displacement 4.005774e-07 4.148627e-11 4.003732e-13 13 Nonlinear solution status: time= 0.443213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.060074 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 4.801948e-18 0.000000e+00 energy 1.684432e-08 2.015827e-16 1.684432e-10 displacement 4.005774e-07 5.412006e-12 4.003600e-13 14 Nonlinear solution status: time= 0.443213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.179248 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 8.749059e-18 0.000000e+00 energy 1.684432e-08 3.424149e-16 1.684432e-10 displacement 4.005774e-07 5.425100e-12 4.003542e-13 15 Nonlinear solution status: time= 0.443213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.248570 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 7.878730e-18 0.000000e+00 energy 1.684432e-08 4.440271e-16 1.684432e-10 displacement 4.005774e-07 7.848961e-12 4.003594e-13 16 Nonlinear solution status: time= 0.443213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.333236 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 7.636666e-18 0.000000e+00 energy 1.684432e-08 3.833330e-16 1.684432e-10 displacement 4.005774e-07 7.839564e-12 4.003659e-13 17 Nonlinear solution status: time= 0.443213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.462185 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.140146e-17 0.000000e+00 energy 1.684432e-08 6.445209e-16 1.684432e-10 displacement 4.005774e-07 2.066346e-11 4.003840e-13 18 Nonlinear solution status: time= 0.443213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.187219 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.061181e-17 0.000000e+00 energy 1.684432e-08 5.075215e-16 1.684432e-10 displacement 4.005774e-07 1.679203e-11 4.004275e-13 19 Nonlinear solution status: time= 0.443213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.256113 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.525711e-17 0.000000e+00 energy 1.684432e-08 7.504641e-16 1.684432e-10 displacement 4.005774e-07 2.420989e-11 4.005074e-13 20 Nonlinear solution status: time= 0.443213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.182657 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.799065e-17 0.000000e+00 energy 1.684432e-08 7.369851e-16 1.684432e-10 displacement 4.005774e-07 8.965152e-12 4.005632e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.443213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.433691 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 9.301724e-18 0.000000e+00 energy 1.684432e-08 2.468683e-16 1.684432e-10 displacement 4.005774e-07 3.848790e-11 4.004303e-13 22 Nonlinear solution status: time= 0.443213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.075310 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 6.968876e-18 0.000000e+00 energy 1.684432e-08 2.173702e-16 1.684432e-10 displacement 4.005774e-07 3.023210e-11 4.003703e-13 23 Nonlinear solution status: time= 0.443213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.061103 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.753501e-18 0.000000e+00 energy 1.684432e-08 5.652729e-17 1.684432e-10 displacement 4.005774e-07 4.642202e-12 4.003614e-13 24 Nonlinear solution status: time= 0.443213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.142849 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.832808e-18 0.000000e+00 energy 1.684432e-08 9.839440e-17 1.684432e-10 displacement 4.005774e-07 1.358394e-12 4.003588e-13 25 Nonlinear solution status: time= 0.443213 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.224223 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 3.572077e-18 0.000000e+00 energy 1.684432e-08 1.415646e-16 1.684432e-10 displacement 4.005774e-07 4.414359e-12 4.003615e-13 26 Nonlinear solution status: time= 0.443213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.278044 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 2.936815e-18 0.000000e+00 energy 1.684432e-08 2.134108e-16 1.684432e-10 displacement 4.005774e-07 1.442970e-11 4.003874e-13 27 Nonlinear solution status: time= 0.443213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.517516 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 3.245632e-18 0.000000e+00 energy 1.684432e-08 3.184326e-16 1.684432e-10 displacement 4.005774e-07 1.305721e-11 4.004306e-13 28 Nonlinear solution status: time= 0.443213 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.469536 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 4.451056e-18 0.000000e+00 energy 1.684432e-08 3.138665e-16 1.684432e-10 displacement 4.005774e-07 6.828934e-12 4.004333e-13 29 Nonlinear solution status: time= 0.443213 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.242248 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 4.519182e-18 0.000000e+00 energy 1.684432e-08 1.764704e-16 1.684432e-10 displacement 4.005774e-07 9.868924e-12 4.004184e-13 30 Nonlinear solution status: time= 0.443213 stiffness updates = 9 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.148797 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 5.354919e-18 0.000000e+00 energy 1.684432e-08 1.650818e-16 1.684432e-10 displacement 4.005774e-07 6.689915e-12 4.004081e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.443213 stiffness updates = 0 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.406611 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 2.945807e-18 0.000000e+00 energy 1.684432e-08 7.963878e-17 1.684432e-10 displacement 4.005774e-07 8.365942e-12 4.003788e-13 32 Nonlinear solution status: time= 0.443213 stiffness updates = 1 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.072216 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 2.332625e-18 0.000000e+00 energy 1.684432e-08 3.531176e-17 1.684432e-10 displacement 4.005774e-07 5.438854e-12 4.003650e-13 33 Nonlinear solution status: time= 0.443213 stiffness updates = 2 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.092565 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 1.168738e-18 0.000000e+00 energy 1.684432e-08 6.146425e-17 1.684432e-10 displacement 4.005774e-07 3.042465e-12 4.003607e-13 34 Nonlinear solution status: time= 0.443213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.067719 convergence norms : INITIAL CURRENT REQUIRED residual 8.472354e-09 7.500307e-19 0.000000e+00 energy 1.684432e-08 4.096050e-17 1.684432e-10 displacement 4.005774e-07 3.452095e-13 4.003602e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.443213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 27 : 0.453213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000453213 Setting parameter "scale" to : 0.000453213 Setting parameter "scale" to : 0.000453213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.886821e-16 0.000000e+00 energy 1.672560e-08 4.250184e-13 1.672560e-10 displacement 4.001511e-07 4.001511e-07 4.001511e-13 2 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613734 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.189704e-16 0.000000e+00 energy 1.672560e-08 3.034590e-14 1.672560e-10 displacement 4.001511e-07 7.981811e-10 4.006758e-13 3 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.454341 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.936855e-16 0.000000e+00 energy 1.672560e-08 5.760900e-15 1.672560e-10 displacement 4.001511e-07 3.305647e-11 4.005345e-13 4 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.233169 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 6.044865e-16 0.000000e+00 energy 1.672560e-08 9.928059e-15 1.672560e-10 displacement 4.001511e-07 2.011864e-10 4.003952e-13 5 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.120162 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.226782e-16 0.000000e+00 energy 1.672560e-08 5.340492e-15 1.672560e-10 displacement 4.001511e-07 1.571596e-10 4.005465e-13 6 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.167555 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.606158e-16 0.000000e+00 energy 1.672560e-08 1.273008e-15 1.672560e-10 displacement 4.001511e-07 3.710893e-11 4.006160e-13 7 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.218521 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.363425e-16 0.000000e+00 energy 1.672560e-08 1.300495e-15 1.672560e-10 displacement 4.001511e-07 2.906248e-11 4.004116e-13 8 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.155879 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.349238e-16 0.000000e+00 energy 1.672560e-08 5.362533e-15 1.672560e-10 displacement 4.001511e-07 8.689683e-11 4.001561e-13 9 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.120076 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.647218e-16 0.000000e+00 energy 1.672560e-08 7.004353e-15 1.672560e-10 displacement 4.001511e-07 1.586000e-10 4.000823e-13 10 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.077715 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.800857e-16 0.000000e+00 energy 1.672560e-08 2.657732e-15 1.672560e-10 displacement 4.001511e-07 2.748069e-11 4.001461e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.484273 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.703386e-17 0.000000e+00 energy 1.672560e-08 1.730697e-15 1.672560e-10 displacement 4.001511e-07 6.216850e-11 3.999967e-13 12 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.115502 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.649931e-17 0.000000e+00 energy 1.672560e-08 1.053389e-15 1.672560e-10 displacement 4.001511e-07 3.399333e-11 3.999362e-13 13 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.076831 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.499747e-17 0.000000e+00 energy 1.672560e-08 7.247938e-16 1.672560e-10 displacement 4.001511e-07 8.221007e-12 3.999277e-13 14 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.203721 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.908523e-17 0.000000e+00 energy 1.672560e-08 1.213502e-15 1.672560e-10 displacement 4.001511e-07 1.943196e-11 3.999379e-13 15 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.287079 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.881539e-17 0.000000e+00 energy 1.672560e-08 2.035309e-15 1.672560e-10 displacement 4.001511e-07 7.028340e-11 4.000501e-13 16 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.287851 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.410532e-17 0.000000e+00 energy 1.672560e-08 1.745373e-15 1.672560e-10 displacement 4.001511e-07 4.723082e-11 4.001924e-13 17 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.510834 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.325900e-17 0.000000e+00 energy 1.672560e-08 2.212730e-15 1.672560e-10 displacement 4.001511e-07 6.900547e-11 4.002694e-13 18 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.257995 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 4.071431e-17 0.000000e+00 energy 1.672560e-08 2.638291e-15 1.672560e-10 displacement 4.001511e-07 5.140958e-11 4.003369e-13 19 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.189207 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 4.789664e-17 0.000000e+00 energy 1.672560e-08 1.931000e-15 1.672560e-10 displacement 4.001511e-07 2.474061e-11 4.003669e-13 20 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.099306 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 4.281197e-17 0.000000e+00 energy 1.672560e-08 9.506142e-16 1.672560e-10 displacement 4.001511e-07 8.797026e-12 4.003562e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 0.440612 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.060687e-17 0.000000e+00 energy 1.672560e-08 1.051524e-15 1.672560e-10 displacement 4.001511e-07 1.047674e-10 4.000624e-13 22 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.083185 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.326266e-17 0.000000e+00 energy 1.672560e-08 1.583481e-16 1.672560e-10 displacement 4.001511e-07 4.997031e-11 3.999585e-13 23 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.113813 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.645184e-17 0.000000e+00 energy 1.672560e-08 9.417995e-16 1.672560e-10 displacement 4.001511e-07 2.308348e-11 3.999319e-13 24 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.047352 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 7.078092e-18 0.000000e+00 energy 1.672560e-08 1.631926e-16 1.672560e-10 displacement 4.001511e-07 2.813907e-12 3.999289e-13 25 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.229998 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.191890e-17 0.000000e+00 energy 1.672560e-08 5.256473e-16 1.672560e-10 displacement 4.001511e-07 2.186568e-11 3.999442e-13 26 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.308935 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.172591e-17 0.000000e+00 energy 1.672560e-08 1.058268e-15 1.672560e-10 displacement 4.001511e-07 1.300855e-10 4.001526e-13 27 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.514941 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.387825e-17 0.000000e+00 energy 1.672560e-08 1.397178e-15 1.672560e-10 displacement 4.001511e-07 6.933979e-11 4.003926e-13 28 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.416654 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.886888e-17 0.000000e+00 energy 1.672560e-08 1.104648e-15 1.672560e-10 displacement 4.001511e-07 2.789077e-11 4.003311e-13 29 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.149882 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.854190e-17 0.000000e+00 energy 1.672560e-08 4.652740e-16 1.672560e-10 displacement 4.001511e-07 2.055246e-11 4.002363e-13 30 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.142499 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.027754e-17 0.000000e+00 energy 1.672560e-08 6.686088e-16 1.672560e-10 displacement 4.001511e-07 4.923347e-11 4.001280e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 73 stiffness matrix reformations = 4 step from line search = 0.392035 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 9.934985e-18 0.000000e+00 energy 1.672560e-08 4.381147e-16 1.672560e-10 displacement 4.001511e-07 4.218488e-11 4.000006e-13 32 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.087246 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 7.181852e-18 0.000000e+00 energy 1.672560e-08 9.873655e-17 1.672560e-10 displacement 4.001511e-07 2.784438e-11 3.999483e-13 33 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.110159 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 7.511217e-18 0.000000e+00 energy 1.672560e-08 4.505305e-16 1.672560e-10 displacement 4.001511e-07 1.322807e-11 3.999334e-13 34 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.074852 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.445488e-18 0.000000e+00 energy 1.672560e-08 2.063695e-16 1.672560e-10 displacement 4.001511e-07 3.991498e-12 3.999294e-13 35 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.210727 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 9.965565e-18 0.000000e+00 energy 1.672560e-08 3.635460e-16 1.672560e-10 displacement 4.001511e-07 1.277145e-11 3.999376e-13 36 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.325987 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.176639e-17 0.000000e+00 energy 1.672560e-08 7.636767e-16 1.672560e-10 displacement 4.001511e-07 9.222582e-11 4.000740e-13 37 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.323476 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 8.220235e-18 0.000000e+00 energy 1.672560e-08 6.964883e-16 1.672560e-10 displacement 4.001511e-07 4.406773e-11 4.002414e-13 38 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.487669 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.205550e-17 0.000000e+00 energy 1.672560e-08 7.565289e-16 1.672560e-10 displacement 4.001511e-07 2.430875e-11 4.002260e-13 39 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.303033 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 9.383884e-18 0.000000e+00 energy 1.672560e-08 3.829899e-16 1.672560e-10 displacement 4.001511e-07 3.763413e-11 4.001327e-13 40 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.178728 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 8.030590e-18 0.000000e+00 energy 1.672560e-08 1.175132e-16 1.672560e-10 displacement 4.001511e-07 2.471835e-11 4.000711e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 97 stiffness matrix reformations = 5 step from line search = 0.348999 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.841174e-18 0.000000e+00 energy 1.672560e-08 1.514052e-16 1.672560e-10 displacement 4.001511e-07 2.206994e-11 3.999921e-13 42 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 99 stiffness matrix reformations = 5 step from line search = 0.065704 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 7.206820e-18 0.000000e+00 energy 1.672560e-08 1.859953e-16 1.672560e-10 displacement 4.001511e-07 1.978779e-11 3.999496e-13 43 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.079280 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.589423e-18 0.000000e+00 energy 1.672560e-08 2.374251e-16 1.672560e-10 displacement 4.001511e-07 1.264631e-11 3.999345e-13 44 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.033679 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.737836e-18 0.000000e+00 energy 1.672560e-08 3.102457e-17 1.672560e-10 displacement 4.001511e-07 1.227683e-12 3.999318e-13 45 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.144620 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 4.497800e-18 0.000000e+00 energy 1.672560e-08 1.753028e-16 1.672560e-10 displacement 4.001511e-07 3.760408e-12 3.999305e-13 46 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.298429 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 7.003774e-18 0.000000e+00 energy 1.672560e-08 3.220943e-16 1.672560e-10 displacement 4.001511e-07 2.023252e-11 3.999501e-13 47 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.329156 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.537076e-18 0.000000e+00 energy 1.672560e-08 4.894714e-16 1.672560e-10 displacement 4.001511e-07 4.457460e-11 4.000425e-13 48 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.509135 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.925042e-18 0.000000e+00 energy 1.672560e-08 2.502142e-16 1.672560e-10 displacement 4.001511e-07 6.636448e-12 4.000407e-13 49 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.295602 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.002244e-17 0.000000e+00 energy 1.672560e-08 2.378596e-16 1.672560e-10 displacement 4.001511e-07 1.530048e-11 4.000103e-13 50 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.146258 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.065300e-18 0.000000e+00 energy 1.672560e-08 1.809686e-16 1.672560e-10 displacement 4.001511e-07 1.201589e-11 3.999950e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 122 stiffness matrix reformations = 6 step from line search = 0.307718 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.666065e-18 0.000000e+00 energy 1.672560e-08 5.808476e-17 1.672560e-10 displacement 4.001511e-07 7.435787e-12 3.999644e-13 52 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 124 stiffness matrix reformations = 6 step from line search = 0.073654 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.216249e-18 0.000000e+00 energy 1.672560e-08 1.237319e-16 1.672560e-10 displacement 4.001511e-07 8.304189e-12 3.999432e-13 53 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.048343 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 4.151336e-18 0.000000e+00 energy 1.672560e-08 7.862906e-17 1.672560e-10 displacement 4.001511e-07 4.454327e-12 3.999353e-13 54 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.047075 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.419982e-18 0.000000e+00 energy 1.672560e-08 2.725378e-17 1.672560e-10 displacement 4.001511e-07 1.770501e-12 3.999316e-13 55 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.079093 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.617482e-18 0.000000e+00 energy 1.672560e-08 3.431777e-17 1.672560e-10 displacement 4.001511e-07 1.002856e-12 3.999305e-13 56 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.266540 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.467402e-18 0.000000e+00 energy 1.672560e-08 7.723492e-17 1.672560e-10 displacement 4.001511e-07 3.349829e-12 3.999329e-13 57 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.504939 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.817662e-18 0.000000e+00 energy 1.672560e-08 2.017642e-16 1.672560e-10 displacement 4.001511e-07 1.296654e-11 3.999519e-13 58 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.305630 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.086560e-18 0.000000e+00 energy 1.672560e-08 9.698387e-17 1.672560e-10 displacement 4.001511e-07 3.577190e-12 3.999658e-13 59 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.439793 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.760168e-18 0.000000e+00 energy 1.672560e-08 7.124435e-17 1.672560e-10 displacement 4.001511e-07 2.940265e-12 3.999617e-13 60 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.173406 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.262157e-18 0.000000e+00 energy 1.672560e-08 1.290594e-16 1.672560e-10 displacement 4.001511e-07 3.402764e-12 3.999559e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 148 stiffness matrix reformations = 7 step from line search = 0.331168 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.331186e-18 0.000000e+00 energy 1.672560e-08 1.059214e-17 1.672560e-10 displacement 4.001511e-07 3.367705e-12 3.999428e-13 62 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 150 stiffness matrix reformations = 7 step from line search = 0.066876 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 3.519599e-18 0.000000e+00 energy 1.672560e-08 8.504180e-17 1.672560e-10 displacement 4.001511e-07 4.998301e-12 3.999348e-13 63 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 153 stiffness matrix reformations = 7 step from line search = 0.043534 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.577144e-18 0.000000e+00 energy 1.672560e-08 1.246184e-17 1.672560e-10 displacement 4.001511e-07 9.302263e-13 3.999334e-13 64 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 156 stiffness matrix reformations = 7 step from line search = 0.059352 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.011655e-18 0.000000e+00 energy 1.672560e-08 3.492728e-17 1.672560e-10 displacement 4.001511e-07 4.624748e-13 3.999319e-13 65 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 160 stiffness matrix reformations = 7 step from line search = 0.057773 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.289671e-18 0.000000e+00 energy 1.672560e-08 2.490221e-17 1.672560e-10 displacement 4.001511e-07 5.195254e-13 3.999310e-13 66 Nonlinear solution status: time= 0.453213 stiffness updates = 5 right hand side evaluations = 163 stiffness matrix reformations = 7 step from line search = 0.258872 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.907036e-18 0.000000e+00 energy 1.672560e-08 7.489534e-17 1.672560e-10 displacement 4.001511e-07 2.965040e-12 3.999327e-13 67 Nonlinear solution status: time= 0.453213 stiffness updates = 6 right hand side evaluations = 166 stiffness matrix reformations = 7 step from line search = 0.318013 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.070068e-18 0.000000e+00 energy 1.672560e-08 1.150414e-16 1.672560e-10 displacement 4.001511e-07 7.847335e-12 3.999464e-13 68 Nonlinear solution status: time= 0.453213 stiffness updates = 7 right hand side evaluations = 168 stiffness matrix reformations = 7 step from line search = 0.504095 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.737755e-18 0.000000e+00 energy 1.672560e-08 1.291209e-16 1.672560e-10 displacement 4.001511e-07 5.099358e-12 3.999586e-13 69 Nonlinear solution status: time= 0.453213 stiffness updates = 8 right hand side evaluations = 171 stiffness matrix reformations = 7 step from line search = 0.285045 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.348203e-18 0.000000e+00 energy 1.672560e-08 5.678464e-17 1.672560e-10 displacement 4.001511e-07 2.271175e-12 3.999605e-13 70 Nonlinear solution status: time= 0.453213 stiffness updates = 9 right hand side evaluations = 173 stiffness matrix reformations = 7 step from line search = 0.243500 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.458393e-18 0.000000e+00 energy 1.672560e-08 6.629544e-17 1.672560e-10 displacement 4.001511e-07 3.819823e-12 3.999588e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.453213 stiffness updates = 0 right hand side evaluations = 175 stiffness matrix reformations = 8 step from line search = 0.293872 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.434196e-18 0.000000e+00 energy 1.672560e-08 2.861695e-18 1.672560e-10 displacement 4.001511e-07 2.774904e-12 3.999462e-13 72 Nonlinear solution status: time= 0.453213 stiffness updates = 1 right hand side evaluations = 177 stiffness matrix reformations = 8 step from line search = 0.071320 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 2.331198e-18 0.000000e+00 energy 1.672560e-08 4.243863e-17 1.672560e-10 displacement 4.001511e-07 3.720942e-12 3.999371e-13 73 Nonlinear solution status: time= 0.453213 stiffness updates = 2 right hand side evaluations = 180 stiffness matrix reformations = 8 step from line search = 0.049123 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 1.030287e-18 0.000000e+00 energy 1.672560e-08 1.762372e-17 1.672560e-10 displacement 4.001511e-07 1.524165e-12 3.999338e-13 74 Nonlinear solution status: time= 0.453213 stiffness updates = 3 right hand side evaluations = 183 stiffness matrix reformations = 8 step from line search = 0.050448 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 5.485627e-19 0.000000e+00 energy 1.672560e-08 1.416931e-17 1.672560e-10 displacement 4.001511e-07 7.427227e-13 3.999317e-13 75 Nonlinear solution status: time= 0.453213 stiffness updates = 4 right hand side evaluations = 187 stiffness matrix reformations = 8 step from line search = 0.046423 convergence norms : INITIAL CURRENT REQUIRED residual 8.357823e-09 4.480495e-19 0.000000e+00 energy 1.672560e-08 1.149448e-17 1.672560e-10 displacement 4.001511e-07 3.340723e-13 3.999310e-13 convergence summary number of iterations : 75 number of reformations : 8 ------- converged at time : 0.453213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 28 : 0.463213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000463213 Setting parameter "scale" to : 0.000463213 Setting parameter "scale" to : 0.000463213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.463213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.644299e-16 0.000000e+00 energy 1.660801e-08 4.203441e-13 1.660801e-10 displacement 3.997179e-07 3.997179e-07 3.997179e-13 2 Nonlinear solution status: time= 0.463213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616646 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 7.134243e-17 0.000000e+00 energy 1.660801e-08 9.374743e-15 1.660801e-10 displacement 3.997179e-07 4.115765e-10 3.999313e-13 3 Nonlinear solution status: time= 0.463213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.519171 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 8.387505e-17 0.000000e+00 energy 1.660801e-08 3.019764e-15 1.660801e-10 displacement 3.997179e-07 1.963521e-11 3.998652e-13 4 Nonlinear solution status: time= 0.463213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.207785 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 8.098381e-17 0.000000e+00 energy 1.660801e-08 2.255206e-15 1.660801e-10 displacement 3.997179e-07 3.750509e-11 3.997573e-13 5 Nonlinear solution status: time= 0.463213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.210877 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.619781e-16 0.000000e+00 energy 1.660801e-08 4.996506e-15 1.660801e-10 displacement 3.997179e-07 9.130721e-11 3.997143e-13 6 Nonlinear solution status: time= 0.463213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.167744 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.826203e-16 0.000000e+00 energy 1.660801e-08 3.531754e-15 1.660801e-10 displacement 3.997179e-07 6.198371e-11 3.997878e-13 7 Nonlinear solution status: time= 0.463213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.108221 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.213570e-16 0.000000e+00 energy 1.660801e-08 1.415898e-15 1.660801e-10 displacement 3.997179e-07 1.505724e-11 3.998422e-13 8 Nonlinear solution status: time= 0.463213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.237554 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.533385e-16 0.000000e+00 energy 1.660801e-08 4.539447e-15 1.660801e-10 displacement 3.997179e-07 3.002941e-11 3.997712e-13 9 Nonlinear solution status: time= 0.463213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.135178 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.138746e-16 0.000000e+00 energy 1.660801e-08 2.549978e-15 1.660801e-10 displacement 3.997179e-07 6.332522e-11 3.997470e-13 10 Nonlinear solution status: time= 0.463213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.153137 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 7.715768e-17 0.000000e+00 energy 1.660801e-08 2.517067e-15 1.660801e-10 displacement 3.997179e-07 4.575145e-11 3.998035e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.463213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.420029 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 4.079924e-17 0.000000e+00 energy 1.660801e-08 9.626496e-16 1.660801e-10 displacement 3.997179e-07 6.928117e-11 3.996099e-13 12 Nonlinear solution status: time= 0.463213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.085407 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.996554e-17 0.000000e+00 energy 1.660801e-08 7.995313e-16 1.660801e-10 displacement 3.997179e-07 3.999857e-11 3.995230e-13 13 Nonlinear solution status: time= 0.463213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.053220 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.206795e-17 0.000000e+00 energy 1.660801e-08 1.527388e-16 1.660801e-10 displacement 3.997179e-07 7.036041e-12 3.995053e-13 14 Nonlinear solution status: time= 0.463213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.054004 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 6.995846e-18 0.000000e+00 energy 1.660801e-08 1.791637e-16 1.660801e-10 displacement 3.997179e-07 2.289287e-12 3.995002e-13 15 Nonlinear solution status: time= 0.463213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.220642 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.066958e-17 0.000000e+00 energy 1.660801e-08 5.889860e-16 1.660801e-10 displacement 3.997179e-07 1.646191e-11 3.995009e-13 16 Nonlinear solution status: time= 0.463213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.272362 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.560472e-17 0.000000e+00 energy 1.660801e-08 9.384071e-16 1.660801e-10 displacement 3.997179e-07 4.687525e-11 3.995709e-13 17 Nonlinear solution status: time= 0.463213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.256106 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.235852e-17 0.000000e+00 energy 1.660801e-08 7.561366e-16 1.660801e-10 displacement 3.997179e-07 2.203099e-11 3.996552e-13 18 Nonlinear solution status: time= 0.463213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.414079 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.039818e-17 0.000000e+00 energy 1.660801e-08 9.214544e-16 1.660801e-10 displacement 3.997179e-07 1.394299e-11 3.996570e-13 19 Nonlinear solution status: time= 0.463213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.164109 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.166960e-17 0.000000e+00 energy 1.660801e-08 4.158440e-16 1.660801e-10 displacement 3.997179e-07 1.351459e-11 3.996393e-13 20 Nonlinear solution status: time= 0.463213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.183389 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.126413e-17 0.000000e+00 energy 1.660801e-08 3.904667e-16 1.660801e-10 displacement 3.997179e-07 1.627427e-11 3.996126e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.463213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.305205 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 7.127251e-18 0.000000e+00 energy 1.660801e-08 3.153606e-16 1.660801e-10 displacement 3.997179e-07 1.949195e-11 3.995508e-13 22 Nonlinear solution status: time= 0.463213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.085244 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 9.808914e-18 0.000000e+00 energy 1.660801e-08 2.378329e-16 1.660801e-10 displacement 3.997179e-07 1.582499e-11 3.995190e-13 23 Nonlinear solution status: time= 0.463213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.067856 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 6.896948e-18 0.000000e+00 energy 1.660801e-08 1.082916e-16 1.660801e-10 displacement 3.997179e-07 3.669717e-12 3.995099e-13 24 Nonlinear solution status: time= 0.463213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.092742 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 4.549216e-18 0.000000e+00 energy 1.660801e-08 9.838573e-17 1.660801e-10 displacement 3.997179e-07 1.975377e-12 3.995038e-13 25 Nonlinear solution status: time= 0.463213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.111397 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 1.985615e-18 0.000000e+00 energy 1.660801e-08 1.030058e-16 1.660801e-10 displacement 3.997179e-07 2.161084e-12 3.994990e-13 26 Nonlinear solution status: time= 0.463213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.132653 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.479505e-18 0.000000e+00 energy 1.660801e-08 9.480636e-17 1.660801e-10 displacement 3.997179e-07 3.840002e-12 3.994993e-13 27 Nonlinear solution status: time= 0.463213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.302959 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 3.974894e-18 0.000000e+00 energy 1.660801e-08 1.870143e-16 1.660801e-10 displacement 3.997179e-07 1.002979e-11 3.995134e-13 28 Nonlinear solution status: time= 0.463213 stiffness updates = 7 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.318871 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.418855e-18 0.000000e+00 energy 1.660801e-08 1.963090e-16 1.660801e-10 displacement 3.997179e-07 1.064773e-11 3.995418e-13 29 Nonlinear solution status: time= 0.463213 stiffness updates = 8 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.501578 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 4.070990e-18 0.000000e+00 energy 1.660801e-08 1.667428e-16 1.660801e-10 displacement 3.997179e-07 4.799927e-12 3.995455e-13 30 Nonlinear solution status: time= 0.463213 stiffness updates = 9 right hand side evaluations = 79 stiffness matrix reformations = 3 step from line search = 0.147517 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.846659e-18 0.000000e+00 energy 1.660801e-08 1.142694e-16 1.660801e-10 displacement 3.997179e-07 3.293255e-12 3.995455e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.463213 stiffness updates = 0 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.270030 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.678345e-18 0.000000e+00 energy 1.660801e-08 1.324111e-17 1.660801e-10 displacement 3.997179e-07 5.199631e-12 3.995249e-13 32 Nonlinear solution status: time= 0.463213 stiffness updates = 1 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.078633 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 4.342644e-18 0.000000e+00 energy 1.660801e-08 9.736939e-17 1.660801e-10 displacement 3.997179e-07 5.676279e-12 3.995104e-13 33 Nonlinear solution status: time= 0.463213 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.074516 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 4.919548e-18 0.000000e+00 energy 1.660801e-08 1.410557e-16 1.660801e-10 displacement 3.997179e-07 5.248242e-12 3.995047e-13 34 Nonlinear solution status: time= 0.463213 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.046189 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.798992e-18 0.000000e+00 energy 1.660801e-08 2.341970e-17 1.660801e-10 displacement 3.997179e-07 6.220228e-13 3.995030e-13 35 Nonlinear solution status: time= 0.463213 stiffness updates = 4 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.036322 convergence norms : INITIAL CURRENT REQUIRED residual 8.245137e-09 2.156435e-18 0.000000e+00 energy 1.660801e-08 2.255927e-17 1.660801e-10 displacement 3.997179e-07 3.724404e-13 3.995016e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.463213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 29 : 0.473213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000473213 Setting parameter "scale" to : 0.000473213 Setting parameter "scale" to : 0.000473213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.473213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.527207e-16 0.000000e+00 energy 1.649154e-08 3.917817e-13 1.649154e-10 displacement 3.992877e-07 3.992877e-07 3.992877e-13 2 Nonlinear solution status: time= 0.473213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613900 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.029586e-16 0.000000e+00 energy 1.649154e-08 2.480496e-14 1.649154e-10 displacement 3.992877e-07 5.226922e-10 3.995902e-13 3 Nonlinear solution status: time= 0.473213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.579656 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.417843e-16 0.000000e+00 energy 1.649154e-08 4.762062e-15 1.649154e-10 displacement 3.992877e-07 2.152197e-11 3.995039e-13 4 Nonlinear solution status: time= 0.473213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.158791 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.849392e-16 0.000000e+00 energy 1.649154e-08 4.651545e-15 1.649154e-10 displacement 3.992877e-07 3.492841e-11 3.994145e-13 5 Nonlinear solution status: time= 0.473213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.154516 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.697519e-16 0.000000e+00 energy 1.649154e-08 7.253208e-15 1.649154e-10 displacement 3.992877e-07 6.088014e-11 3.993794e-13 6 Nonlinear solution status: time= 0.473213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.142755 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.527864e-16 0.000000e+00 energy 1.649154e-08 4.762322e-15 1.649154e-10 displacement 3.992877e-07 5.722071e-11 3.994333e-13 7 Nonlinear solution status: time= 0.473213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.143257 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.046033e-16 0.000000e+00 energy 1.649154e-08 7.472990e-15 1.649154e-10 displacement 3.992877e-07 4.948893e-11 3.995383e-13 8 Nonlinear solution status: time= 0.473213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.151966 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.088321e-16 0.000000e+00 energy 1.649154e-08 4.482444e-15 1.649154e-10 displacement 3.992877e-07 9.796975e-12 3.995643e-13 9 Nonlinear solution status: time= 0.473213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.234801 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.302205e-16 0.000000e+00 energy 1.649154e-08 1.295314e-14 1.649154e-10 displacement 3.992877e-07 5.367547e-11 3.995054e-13 10 Nonlinear solution status: time= 0.473213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.144658 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.543145e-16 0.000000e+00 energy 1.649154e-08 7.331946e-15 1.649154e-10 displacement 3.992877e-07 2.427870e-11 3.994892e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.473213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.445691 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.148681e-16 0.000000e+00 energy 1.649154e-08 2.685698e-15 1.649154e-10 displacement 3.992877e-07 1.137664e-10 3.992528e-13 12 Nonlinear solution status: time= 0.473213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.094838 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 8.869949e-17 0.000000e+00 energy 1.649154e-08 2.575978e-15 1.649154e-10 displacement 3.992877e-07 5.835168e-11 3.991147e-13 13 Nonlinear solution status: time= 0.473213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.058554 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.739235e-17 0.000000e+00 energy 1.649154e-08 3.308399e-16 1.649154e-10 displacement 3.992877e-07 1.996699e-11 3.990795e-13 14 Nonlinear solution status: time= 0.473213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.060051 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.200246e-17 0.000000e+00 energy 1.649154e-08 7.962274e-16 1.649154e-10 displacement 3.992877e-07 1.265726e-11 3.990795e-13 15 Nonlinear solution status: time= 0.473213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.259776 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 5.813222e-17 0.000000e+00 energy 1.649154e-08 2.788401e-15 1.649154e-10 displacement 3.992877e-07 1.111281e-10 3.992226e-13 16 Nonlinear solution status: time= 0.473213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.300717 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 5.090823e-17 0.000000e+00 energy 1.649154e-08 2.801634e-15 1.649154e-10 displacement 3.992877e-07 6.150447e-11 3.994428e-13 17 Nonlinear solution status: time= 0.473213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.262731 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 4.107031e-17 0.000000e+00 energy 1.649154e-08 1.488991e-15 1.649154e-10 displacement 3.992877e-07 1.457708e-11 3.994479e-13 18 Nonlinear solution status: time= 0.473213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.249026 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.125754e-17 0.000000e+00 energy 1.649154e-08 1.083237e-15 1.649154e-10 displacement 3.992877e-07 4.035154e-11 3.993509e-13 19 Nonlinear solution status: time= 0.473213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.237738 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.825648e-17 0.000000e+00 energy 1.649154e-08 2.243996e-15 1.649154e-10 displacement 3.992877e-07 7.965015e-11 3.992771e-13 20 Nonlinear solution status: time= 0.473213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.200505 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 4.356231e-17 0.000000e+00 energy 1.649154e-08 1.210827e-15 1.649154e-10 displacement 3.992877e-07 4.354781e-11 3.992836e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.473213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.321381 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.484449e-17 0.000000e+00 energy 1.649154e-08 8.761398e-16 1.649154e-10 displacement 3.992877e-07 4.396298e-11 3.991723e-13 22 Nonlinear solution status: time= 0.473213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.095790 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.588903e-17 0.000000e+00 energy 1.649154e-08 4.522533e-16 1.649154e-10 displacement 3.992877e-07 2.361950e-11 3.991148e-13 23 Nonlinear solution status: time= 0.473213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.070465 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.313180e-17 0.000000e+00 energy 1.649154e-08 1.715160e-16 1.649154e-10 displacement 3.992877e-07 7.205320e-12 3.990905e-13 24 Nonlinear solution status: time= 0.473213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.109330 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 9.532917e-18 0.000000e+00 energy 1.649154e-08 3.606542e-16 1.649154e-10 displacement 3.992877e-07 6.862490e-12 3.990743e-13 25 Nonlinear solution status: time= 0.473213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.158229 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 6.880828e-18 0.000000e+00 energy 1.649154e-08 3.669167e-16 1.649154e-10 displacement 3.992877e-07 1.142058e-11 3.990724e-13 26 Nonlinear solution status: time= 0.473213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.282463 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 7.748121e-18 0.000000e+00 energy 1.649154e-08 3.718947e-16 1.649154e-10 displacement 3.992877e-07 6.757489e-12 3.990831e-13 27 Nonlinear solution status: time= 0.473213 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.511337 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.154716e-17 0.000000e+00 energy 1.649154e-08 6.958224e-16 1.649154e-10 displacement 3.992877e-07 1.768696e-11 3.991063e-13 28 Nonlinear solution status: time= 0.473213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.269635 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 7.087457e-18 0.000000e+00 energy 1.649154e-08 4.017464e-16 1.649154e-10 displacement 3.992877e-07 1.246759e-11 3.991343e-13 29 Nonlinear solution status: time= 0.473213 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.403612 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 7.425638e-18 0.000000e+00 energy 1.649154e-08 1.823287e-16 1.649154e-10 displacement 3.992877e-07 9.302023e-12 3.991379e-13 30 Nonlinear solution status: time= 0.473213 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.176908 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 7.966552e-18 0.000000e+00 energy 1.649154e-08 1.626431e-16 1.649154e-10 displacement 3.992877e-07 5.371514e-12 3.991313e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.473213 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.295419 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 4.583777e-18 0.000000e+00 energy 1.649154e-08 1.737539e-16 1.649154e-10 displacement 3.992877e-07 6.788959e-12 3.991053e-13 32 Nonlinear solution status: time= 0.473213 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.099955 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 4.084986e-18 0.000000e+00 energy 1.649154e-08 5.644955e-17 1.649154e-10 displacement 3.992877e-07 4.891299e-12 3.990880e-13 33 Nonlinear solution status: time= 0.473213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.107997 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 3.416367e-18 0.000000e+00 energy 1.649154e-08 1.369261e-16 1.649154e-10 displacement 3.992877e-07 4.209434e-12 3.990771e-13 34 Nonlinear solution status: time= 0.473213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.098765 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.940090e-18 0.000000e+00 energy 1.649154e-08 5.016912e-17 1.649154e-10 displacement 3.992877e-07 1.382907e-12 3.990734e-13 35 Nonlinear solution status: time= 0.473213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.154272 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.501345e-18 0.000000e+00 energy 1.649154e-08 7.294171e-17 1.649154e-10 displacement 3.992877e-07 1.162938e-12 3.990721e-13 36 Nonlinear solution status: time= 0.473213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.290606 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.079209e-18 0.000000e+00 energy 1.649154e-08 1.123179e-16 1.649154e-10 displacement 3.992877e-07 3.735517e-12 3.990753e-13 37 Nonlinear solution status: time= 0.473213 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.294202 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.748682e-18 0.000000e+00 energy 1.649154e-08 1.287874e-16 1.649154e-10 displacement 3.992877e-07 5.440649e-12 3.990868e-13 38 Nonlinear solution status: time= 0.473213 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.495099 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.672915e-18 0.000000e+00 energy 1.649154e-08 1.286759e-16 1.649154e-10 displacement 3.992877e-07 7.182133e-12 3.991011e-13 39 Nonlinear solution status: time= 0.473213 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.333467 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.817662e-18 0.000000e+00 energy 1.649154e-08 1.428913e-16 1.649154e-10 displacement 3.992877e-07 4.045761e-12 3.991099e-13 40 Nonlinear solution status: time= 0.473213 stiffness updates = 9 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.128118 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.008557e-18 0.000000e+00 energy 1.649154e-08 6.082749e-17 1.649154e-10 displacement 3.992877e-07 1.397363e-12 3.991140e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.473213 stiffness updates = 0 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.339109 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.385479e-18 0.000000e+00 energy 1.649154e-08 4.832871e-17 1.649154e-10 displacement 3.992877e-07 4.266141e-12 3.990935e-13 42 Nonlinear solution status: time= 0.473213 stiffness updates = 1 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.073227 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.418588e-18 0.000000e+00 energy 1.649154e-08 7.362130e-17 1.649154e-10 displacement 3.992877e-07 4.685362e-12 3.990799e-13 43 Nonlinear solution status: time= 0.473213 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.094297 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 2.311841e-18 0.000000e+00 energy 1.649154e-08 7.454493e-17 1.649154e-10 displacement 3.992877e-07 3.133996e-12 3.990743e-13 44 Nonlinear solution status: time= 0.473213 stiffness updates = 3 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.035641 convergence norms : INITIAL CURRENT REQUIRED residual 8.134265e-09 1.020151e-18 0.000000e+00 energy 1.649154e-08 7.754641e-18 1.649154e-10 displacement 3.992877e-07 2.440001e-13 3.990736e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.473213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 30 : 0.483213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000483213 Setting parameter "scale" to : 0.000483213 Setting parameter "scale" to : 0.000483213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.483213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 1.626408e-16 0.000000e+00 energy 1.637755e-08 4.122949e-13 1.637755e-10 displacement 3.988610e-07 3.988610e-07 3.988610e-13 2 Nonlinear solution status: time= 0.483213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.624441 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 4.919892e-17 0.000000e+00 energy 1.637755e-08 8.187526e-15 1.637755e-10 displacement 3.988610e-07 7.088087e-11 3.987816e-13 3 Nonlinear solution status: time= 0.483213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.603808 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 6.096212e-17 0.000000e+00 energy 1.637755e-08 7.938131e-16 1.637755e-10 displacement 3.988610e-07 3.478956e-12 3.987096e-13 4 Nonlinear solution status: time= 0.483213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.199256 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 7.114713e-17 0.000000e+00 energy 1.637755e-08 1.701362e-15 1.637755e-10 displacement 3.988610e-07 8.032503e-12 3.986392e-13 5 Nonlinear solution status: time= 0.483213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.140512 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 8.007407e-17 0.000000e+00 energy 1.637755e-08 5.845433e-16 1.637755e-10 displacement 3.988610e-07 7.095018e-12 3.986065e-13 6 Nonlinear solution status: time= 0.483213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.131825 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 8.164823e-17 0.000000e+00 energy 1.637755e-08 4.350574e-16 1.637755e-10 displacement 3.988610e-07 4.048519e-12 3.985995e-13 7 Nonlinear solution status: time= 0.483213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.147603 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 7.430358e-17 0.000000e+00 energy 1.637755e-08 8.636682e-16 1.637755e-10 displacement 3.988610e-07 2.407075e-12 3.986059e-13 8 Nonlinear solution status: time= 0.483213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.241357 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 6.291452e-17 0.000000e+00 energy 1.637755e-08 9.405469e-16 1.637755e-10 displacement 3.988610e-07 3.086807e-12 3.986277e-13 9 Nonlinear solution status: time= 0.483213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.192678 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 3.574002e-17 0.000000e+00 energy 1.637755e-08 1.402464e-15 1.637755e-10 displacement 3.988610e-07 5.273602e-12 3.986674e-13 10 Nonlinear solution status: time= 0.483213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.164838 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 2.682960e-17 0.000000e+00 energy 1.637755e-08 7.713601e-16 1.637755e-10 displacement 3.988610e-07 2.246666e-12 3.986940e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.483213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.374390 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 1.217500e-17 0.000000e+00 energy 1.637755e-08 3.831168e-16 1.637755e-10 displacement 3.988610e-07 4.530535e-12 3.986732e-13 12 Nonlinear solution status: time= 0.483213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.107727 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 7.064088e-18 0.000000e+00 energy 1.637755e-08 4.775066e-17 1.637755e-10 displacement 3.988610e-07 1.772297e-12 3.986582e-13 13 Nonlinear solution status: time= 0.483213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.084778 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 3.517476e-18 0.000000e+00 energy 1.637755e-08 7.738825e-17 1.637755e-10 displacement 3.988610e-07 7.938129e-13 3.986497e-13 14 Nonlinear solution status: time= 0.483213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.102996 convergence norms : INITIAL CURRENT REQUIRED residual 8.024114e-09 2.057701e-18 0.000000e+00 energy 1.637755e-08 8.504346e-17 1.637755e-10 displacement 3.988610e-07 3.408998e-13 3.986452e-13 convergence summary number of iterations : 14 number of reformations : 2 ------- converged at time : 0.483213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 31 : 0.493213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000493213 Setting parameter "scale" to : 0.000493213 Setting parameter "scale" to : 0.000493213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.493213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 2.175514e-16 0.000000e+00 energy 1.626328e-08 4.132848e-13 1.626328e-10 displacement 3.984458e-07 3.984458e-07 3.984458e-13 2 Nonlinear solution status: time= 0.493213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614235 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.661033e-16 0.000000e+00 energy 1.626328e-08 5.525615e-14 1.626328e-10 displacement 3.984458e-07 1.876357e-09 3.998576e-13 3 Nonlinear solution status: time= 0.493213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.554429 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 2.873268e-16 0.000000e+00 energy 1.626328e-08 1.176445e-14 1.626328e-10 displacement 3.984458e-07 8.570656e-11 3.997339e-13 4 Nonlinear solution status: time= 0.493213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.157960 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.454787e-16 0.000000e+00 energy 1.626328e-08 1.496672e-14 1.626328e-10 displacement 3.984458e-07 1.278874e-10 3.995648e-13 5 Nonlinear solution status: time= 0.493213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.156177 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 5.217780e-16 0.000000e+00 energy 1.626328e-08 2.287926e-14 1.626328e-10 displacement 3.984458e-07 3.035964e-10 3.996255e-13 6 Nonlinear solution status: time= 0.493213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.130155 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 6.235958e-16 0.000000e+00 energy 1.626328e-08 1.866113e-14 1.626328e-10 displacement 3.984458e-07 3.568545e-10 4.001560e-13 7 Nonlinear solution status: time= 0.493213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.074624 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 3.835948e-16 0.000000e+00 energy 1.626328e-08 3.825602e-15 1.626328e-10 displacement 3.984458e-07 1.548859e-10 4.007346e-13 8 Nonlinear solution status: time= 0.493213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.124353 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.175449e-16 0.000000e+00 energy 1.626328e-08 8.318144e-15 1.626328e-10 displacement 3.984458e-07 3.775083e-11 4.008208e-13 9 Nonlinear solution status: time= 0.493213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.195968 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 5.315941e-16 0.000000e+00 energy 1.626328e-08 1.758562e-14 1.626328e-10 displacement 3.984458e-07 1.440725e-10 4.001595e-13 10 Nonlinear solution status: time= 0.493213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.147501 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.035701e-16 0.000000e+00 energy 1.626328e-08 1.959125e-14 1.626328e-10 displacement 3.984458e-07 1.934961e-10 3.995945e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.493213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.526671 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.258031e-16 0.000000e+00 energy 1.626328e-08 6.039278e-15 1.626328e-10 displacement 3.984458e-07 3.566870e-10 3.986197e-13 12 Nonlinear solution status: time= 0.493213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.128747 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 8.828504e-17 0.000000e+00 energy 1.626328e-08 2.733439e-15 1.626328e-10 displacement 3.984458e-07 2.021611e-10 3.982527e-13 13 Nonlinear solution status: time= 0.493213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.082640 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 3.371270e-17 0.000000e+00 energy 1.626328e-08 1.524943e-15 1.626328e-10 displacement 3.984458e-07 6.061110e-11 3.982311e-13 14 Nonlinear solution status: time= 0.493213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.215417 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 5.979357e-17 0.000000e+00 energy 1.626328e-08 2.685381e-15 1.626328e-10 displacement 3.984458e-07 7.740183e-11 3.983511e-13 15 Nonlinear solution status: time= 0.493213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.296083 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 5.136380e-17 0.000000e+00 energy 1.626328e-08 4.254604e-15 1.626328e-10 displacement 3.984458e-07 1.475757e-10 3.987517e-13 16 Nonlinear solution status: time= 0.493213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.508547 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 7.527992e-17 0.000000e+00 energy 1.626328e-08 4.177513e-15 1.626328e-10 displacement 3.984458e-07 5.207083e-11 3.987711e-13 17 Nonlinear solution status: time= 0.493213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.172829 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.993073e-17 0.000000e+00 energy 1.626328e-08 2.396817e-15 1.626328e-10 displacement 3.984458e-07 4.692359e-11 3.987049e-13 18 Nonlinear solution status: time= 0.493213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.187941 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 6.597723e-17 0.000000e+00 energy 1.626328e-08 1.936908e-15 1.626328e-10 displacement 3.984458e-07 7.516515e-11 3.986431e-13 19 Nonlinear solution status: time= 0.493213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.153293 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 9.792979e-17 0.000000e+00 energy 1.626328e-08 3.469930e-15 1.626328e-10 displacement 3.984458e-07 1.519019e-10 3.987553e-13 20 Nonlinear solution status: time= 0.493213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.075134 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 6.303248e-17 0.000000e+00 energy 1.626328e-08 1.655614e-15 1.626328e-10 displacement 3.984458e-07 3.861750e-11 3.989022e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.493213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.400716 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 2.833665e-17 0.000000e+00 energy 1.626328e-08 1.814417e-15 1.626328e-10 displacement 3.984458e-07 1.320258e-10 3.984768e-13 22 Nonlinear solution status: time= 0.493213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.112717 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.733736e-17 0.000000e+00 energy 1.626328e-08 6.225462e-17 1.626328e-10 displacement 3.984458e-07 5.630938e-11 3.982992e-13 23 Nonlinear solution status: time= 0.493213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.150761 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.030279e-17 0.000000e+00 energy 1.626328e-08 5.390453e-16 1.626328e-10 displacement 3.984458e-07 3.203032e-11 3.982312e-13 24 Nonlinear solution status: time= 0.493213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.152268 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.360154e-18 0.000000e+00 energy 1.626328e-08 2.764614e-16 1.626328e-10 displacement 3.984458e-07 1.187257e-11 3.982200e-13 25 Nonlinear solution status: time= 0.493213 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.233996 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.861632e-18 0.000000e+00 energy 1.626328e-08 2.431435e-16 1.626328e-10 displacement 3.984458e-07 2.288299e-12 3.982214e-13 26 Nonlinear solution status: time= 0.493213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.262828 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 6.737633e-18 0.000000e+00 energy 1.626328e-08 3.367317e-16 1.626328e-10 displacement 3.984458e-07 1.352398e-11 3.982359e-13 27 Nonlinear solution status: time= 0.493213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.365926 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.017922e-17 0.000000e+00 energy 1.626328e-08 8.078880e-16 1.626328e-10 displacement 3.984458e-07 8.446653e-11 3.983807e-13 28 Nonlinear solution status: time= 0.493213 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.187675 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 6.771706e-18 0.000000e+00 energy 1.626328e-08 3.493282e-16 1.626328e-10 displacement 3.984458e-07 2.112223e-11 3.985085e-13 29 Nonlinear solution status: time= 0.493213 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.286675 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.051054e-17 0.000000e+00 energy 1.626328e-08 5.627341e-16 1.626328e-10 displacement 3.984458e-07 5.349904e-12 3.985298e-13 30 Nonlinear solution status: time= 0.493213 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.187790 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.488647e-17 0.000000e+00 energy 1.626328e-08 4.326823e-16 1.626328e-10 displacement 3.984458e-07 1.336219e-11 3.984460e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.493213 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.345421 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 7.518791e-18 0.000000e+00 energy 1.626328e-08 2.335821e-16 1.626328e-10 displacement 3.984458e-07 3.279381e-11 3.983157e-13 32 Nonlinear solution status: time= 0.493213 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.100746 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 4.770058e-18 0.000000e+00 energy 1.626328e-08 3.965384e-17 1.626328e-10 displacement 3.984458e-07 2.456555e-11 3.982465e-13 33 Nonlinear solution status: time= 0.493213 stiffness updates = 2 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.115038 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 3.018828e-18 0.000000e+00 energy 1.626328e-08 1.340361e-16 1.626328e-10 displacement 3.984458e-07 1.472489e-11 3.982222e-13 34 Nonlinear solution status: time= 0.493213 stiffness updates = 3 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.088405 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 1.183765e-18 0.000000e+00 energy 1.626328e-08 5.965609e-17 1.626328e-10 displacement 3.984458e-07 1.974330e-12 3.982192e-13 35 Nonlinear solution status: time= 0.493213 stiffness updates = 4 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.100979 convergence norms : INITIAL CURRENT REQUIRED residual 7.916702e-09 8.860398e-19 0.000000e+00 energy 1.626328e-08 3.157062e-17 1.626328e-10 displacement 3.984458e-07 3.342611e-13 3.982179e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.493213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 32 : 0.503213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000503213 Setting parameter "scale" to : 0.000503213 Setting parameter "scale" to : 0.000503213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.503213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.596514e-16 0.000000e+00 energy 1.615008e-08 4.109211e-13 1.615008e-10 displacement 3.980275e-07 3.980275e-07 3.980275e-13 2 Nonlinear solution status: time= 0.503213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608769 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.529828e-16 0.000000e+00 energy 1.615008e-08 8.642355e-14 1.615008e-10 displacement 3.980275e-07 3.511941e-09 4.008441e-13 3 Nonlinear solution status: time= 0.503213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.509888 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.386767e-16 0.000000e+00 energy 1.615008e-08 2.082044e-14 1.615008e-10 displacement 3.980275e-07 1.075686e-10 4.008459e-13 4 Nonlinear solution status: time= 0.503213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.157668 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 6.769516e-16 0.000000e+00 energy 1.615008e-08 2.352810e-14 1.615008e-10 displacement 3.980275e-07 1.919451e-10 4.006015e-13 5 Nonlinear solution status: time= 0.503213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.166869 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 5.889708e-16 0.000000e+00 energy 1.615008e-08 1.576382e-14 1.615008e-10 displacement 3.980275e-07 4.522201e-10 4.005109e-13 6 Nonlinear solution status: time= 0.503213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.138806 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 5.364549e-16 0.000000e+00 energy 1.615008e-08 1.009024e-14 1.615008e-10 displacement 3.980275e-07 2.780671e-10 4.007148e-13 7 Nonlinear solution status: time= 0.503213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.138114 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 5.899893e-16 0.000000e+00 energy 1.615008e-08 8.661286e-15 1.615008e-10 displacement 3.980275e-07 1.631192e-10 4.007272e-13 8 Nonlinear solution status: time= 0.503213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.101933 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 5.853293e-16 0.000000e+00 energy 1.615008e-08 5.811413e-15 1.615008e-10 displacement 3.980275e-07 3.592569e-11 4.004047e-13 9 Nonlinear solution status: time= 0.503213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.166051 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 6.531655e-16 0.000000e+00 energy 1.615008e-08 1.769916e-14 1.615008e-10 displacement 3.980275e-07 1.896973e-10 3.993746e-13 10 Nonlinear solution status: time= 0.503213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.104633 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.963372e-16 0.000000e+00 energy 1.615008e-08 8.416950e-15 1.615008e-10 displacement 3.980275e-07 1.713299e-10 3.987264e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.503213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.425639 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.510576e-16 0.000000e+00 energy 1.615008e-08 4.614363e-15 1.615008e-10 displacement 3.980275e-07 3.015716e-10 3.981569e-13 12 Nonlinear solution status: time= 0.503213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.094492 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.788185e-16 0.000000e+00 energy 1.615008e-08 5.503203e-15 1.615008e-10 displacement 3.980275e-07 1.422987e-10 3.978835e-13 13 Nonlinear solution status: time= 0.503213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.053199 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 8.301340e-17 0.000000e+00 energy 1.615008e-08 8.886414e-16 1.615008e-10 displacement 3.980275e-07 4.028945e-11 3.978124e-13 14 Nonlinear solution status: time= 0.503213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.050168 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 5.851084e-17 0.000000e+00 energy 1.615008e-08 1.113297e-15 1.615008e-10 displacement 3.980275e-07 2.622485e-11 3.978040e-13 15 Nonlinear solution status: time= 0.503213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.223059 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.088407e-16 0.000000e+00 energy 1.615008e-08 4.681637e-15 1.615008e-10 displacement 3.980275e-07 1.775120e-10 3.980037e-13 16 Nonlinear solution status: time= 0.503213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.262663 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.252126e-16 0.000000e+00 energy 1.615008e-08 7.817189e-15 1.615008e-10 displacement 3.980275e-07 3.667409e-10 3.988049e-13 17 Nonlinear solution status: time= 0.503213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.297123 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.256180e-16 0.000000e+00 energy 1.615008e-08 7.678391e-15 1.615008e-10 displacement 3.980275e-07 2.597214e-10 3.996230e-13 18 Nonlinear solution status: time= 0.503213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.272719 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.373230e-16 0.000000e+00 energy 1.615008e-08 5.307014e-15 1.615008e-10 displacement 3.980275e-07 1.365550e-10 3.996262e-13 19 Nonlinear solution status: time= 0.503213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.179165 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.499825e-16 0.000000e+00 energy 1.615008e-08 5.272104e-15 1.615008e-10 displacement 3.980275e-07 2.106370e-10 3.993077e-13 20 Nonlinear solution status: time= 0.503213 stiffness updates = 9 right hand side evaluations = 52 stiffness matrix reformations = 2 step from line search = 0.121829 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.559441e-16 0.000000e+00 energy 1.615008e-08 4.633936e-15 1.615008e-10 displacement 3.980275e-07 2.194814e-10 3.990802e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.503213 stiffness updates = 0 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.345079 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 7.963248e-17 0.000000e+00 energy 1.615008e-08 4.008402e-15 1.615008e-10 displacement 3.980275e-07 3.127542e-10 3.982795e-13 22 Nonlinear solution status: time= 0.503213 stiffness updates = 1 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.086866 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.112337e-16 0.000000e+00 energy 1.615008e-08 3.164455e-15 1.615008e-10 displacement 3.980275e-07 1.501830e-10 3.979703e-13 23 Nonlinear solution status: time= 0.503213 stiffness updates = 2 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.071321 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 6.888035e-17 0.000000e+00 energy 1.615008e-08 1.247655e-15 1.615008e-10 displacement 3.980275e-07 5.578434e-11 3.978616e-13 24 Nonlinear solution status: time= 0.503213 stiffness updates = 3 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.069298 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 3.761300e-17 0.000000e+00 energy 1.615008e-08 1.030030e-15 1.615008e-10 displacement 3.980275e-07 4.073476e-11 3.978229e-13 25 Nonlinear solution status: time= 0.503213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.109933 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 3.673095e-17 0.000000e+00 energy 1.615008e-08 1.645597e-15 1.615008e-10 displacement 3.980275e-07 4.691394e-11 3.978503e-13 26 Nonlinear solution status: time= 0.503213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.255063 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.124694e-17 0.000000e+00 energy 1.615008e-08 2.636436e-15 1.615008e-10 displacement 3.980275e-07 1.297357e-10 3.980546e-13 27 Nonlinear solution status: time= 0.503213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.322863 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 3.624567e-17 0.000000e+00 energy 1.615008e-08 3.897871e-15 1.615008e-10 displacement 3.980275e-07 3.040418e-10 3.986896e-13 28 Nonlinear solution status: time= 0.503213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.485425 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.578887e-17 0.000000e+00 energy 1.615008e-08 3.892482e-15 1.615008e-10 displacement 3.980275e-07 1.486443e-10 3.988722e-13 29 Nonlinear solution status: time= 0.503213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.361171 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 6.587487e-17 0.000000e+00 energy 1.615008e-08 3.675743e-15 1.615008e-10 displacement 3.980275e-07 2.111472e-10 3.987388e-13 30 Nonlinear solution status: time= 0.503213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.193239 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 6.410276e-17 0.000000e+00 energy 1.615008e-08 2.926234e-15 1.615008e-10 displacement 3.980275e-07 1.583695e-10 3.986896e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.503213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.377106 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.966186e-17 0.000000e+00 energy 1.615008e-08 2.109447e-15 1.615008e-10 displacement 3.980275e-07 1.867405e-10 3.981475e-13 32 Nonlinear solution status: time= 0.503213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.114760 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.415027e-17 0.000000e+00 energy 1.615008e-08 3.942269e-17 1.615008e-10 displacement 3.980275e-07 6.190368e-11 3.979331e-13 33 Nonlinear solution status: time= 0.503213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.121195 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.633740e-17 0.000000e+00 energy 1.615008e-08 6.152425e-16 1.615008e-10 displacement 3.980275e-07 4.147119e-11 3.978239e-13 34 Nonlinear solution status: time= 0.503213 stiffness updates = 3 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.151426 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.687107e-17 0.000000e+00 energy 1.615008e-08 7.451462e-16 1.615008e-10 displacement 3.980275e-07 3.432338e-11 3.977918e-13 35 Nonlinear solution status: time= 0.503213 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.087737 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 9.914631e-18 0.000000e+00 energy 1.615008e-08 4.670986e-16 1.615008e-10 displacement 3.980275e-07 8.779630e-12 3.977998e-13 36 Nonlinear solution status: time= 0.503213 stiffness updates = 5 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.243408 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.636252e-17 0.000000e+00 energy 1.615008e-08 6.214102e-16 1.615008e-10 displacement 3.980275e-07 1.207765e-11 3.978190e-13 37 Nonlinear solution status: time= 0.503213 stiffness updates = 6 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.268979 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.511756e-17 0.000000e+00 energy 1.615008e-08 1.095072e-15 1.615008e-10 displacement 3.980275e-07 7.969566e-11 3.979358e-13 38 Nonlinear solution status: time= 0.503213 stiffness updates = 7 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.379923 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.987264e-17 0.000000e+00 energy 1.615008e-08 1.523356e-15 1.615008e-10 displacement 3.980275e-07 6.440538e-11 3.981132e-13 39 Nonlinear solution status: time= 0.503213 stiffness updates = 8 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.279904 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.501990e-17 0.000000e+00 energy 1.615008e-08 1.456265e-15 1.615008e-10 displacement 3.980275e-07 2.211923e-11 3.981844e-13 40 Nonlinear solution status: time= 0.503213 stiffness updates = 9 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.143810 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.326785e-17 0.000000e+00 energy 1.615008e-08 7.253261e-16 1.615008e-10 displacement 3.980275e-07 9.431556e-12 3.981617e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.503213 stiffness updates = 0 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.398732 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.047037e-17 0.000000e+00 energy 1.615008e-08 7.057667e-16 1.615008e-10 displacement 3.980275e-07 7.328453e-11 3.979258e-13 42 Nonlinear solution status: time= 0.503213 stiffness updates = 1 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.094983 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 7.446444e-18 0.000000e+00 energy 1.615008e-08 2.252249e-17 1.615008e-10 displacement 3.980275e-07 2.556486e-11 3.978395e-13 43 Nonlinear solution status: time= 0.503213 stiffness updates = 2 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.114201 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.175230e-18 0.000000e+00 energy 1.615008e-08 9.058807e-17 1.615008e-10 displacement 3.980275e-07 1.308394e-11 3.978022e-13 44 Nonlinear solution status: time= 0.503213 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.136830 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.567247e-18 0.000000e+00 energy 1.615008e-08 2.162335e-16 1.615008e-10 displacement 3.980275e-07 6.735816e-12 3.977893e-13 45 Nonlinear solution status: time= 0.503213 stiffness updates = 4 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.088493 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.288490e-18 0.000000e+00 energy 1.615008e-08 1.065953e-16 1.615008e-10 displacement 3.980275e-07 1.544144e-12 3.977874e-13 46 Nonlinear solution status: time= 0.503213 stiffness updates = 5 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.193119 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 3.253366e-18 0.000000e+00 energy 1.615008e-08 1.267623e-16 1.615008e-10 displacement 3.980275e-07 2.097105e-12 3.977888e-13 47 Nonlinear solution status: time= 0.503213 stiffness updates = 6 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.246734 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.383615e-18 0.000000e+00 energy 1.615008e-08 2.123090e-16 1.615008e-10 displacement 3.980275e-07 1.181828e-11 3.978077e-13 48 Nonlinear solution status: time= 0.503213 stiffness updates = 7 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.244498 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 3.196432e-18 0.000000e+00 energy 1.615008e-08 2.427156e-16 1.615008e-10 displacement 3.980275e-07 2.693651e-11 3.978770e-13 49 Nonlinear solution status: time= 0.503213 stiffness updates = 8 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.327630 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 4.167097e-18 0.000000e+00 energy 1.615008e-08 2.685348e-16 1.615008e-10 displacement 3.980275e-07 1.272584e-11 3.979456e-13 50 Nonlinear solution status: time= 0.503213 stiffness updates = 9 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.162891 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.788495e-18 0.000000e+00 energy 1.615008e-08 9.435705e-17 1.615008e-10 displacement 3.980275e-07 1.309465e-12 3.979567e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.503213 stiffness updates = 0 right hand side evaluations = 128 stiffness matrix reformations = 6 step from line search = 0.338101 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.203786e-18 0.000000e+00 energy 1.615008e-08 8.168092e-17 1.615008e-10 displacement 3.980275e-07 2.357830e-11 3.978609e-13 52 Nonlinear solution status: time= 0.503213 stiffness updates = 1 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.066741 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 2.506284e-18 0.000000e+00 energy 1.615008e-08 2.620691e-17 1.615008e-10 displacement 3.980275e-07 1.943123e-11 3.978117e-13 53 Nonlinear solution status: time= 0.503213 stiffness updates = 2 right hand side evaluations = 132 stiffness matrix reformations = 6 step from line search = 0.079777 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 3.227233e-18 0.000000e+00 energy 1.615008e-08 1.070412e-16 1.615008e-10 displacement 3.980275e-07 1.093161e-11 3.977979e-13 54 Nonlinear solution status: time= 0.503213 stiffness updates = 3 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.049467 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 1.441980e-18 0.000000e+00 energy 1.615008e-08 3.600103e-17 1.615008e-10 displacement 3.980275e-07 1.133294e-12 3.977970e-13 55 Nonlinear solution status: time= 0.503213 stiffness updates = 4 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.062512 convergence norms : INITIAL CURRENT REQUIRED residual 7.811004e-09 9.688794e-19 0.000000e+00 energy 1.615008e-08 1.961860e-17 1.615008e-10 displacement 3.980275e-07 1.788308e-13 3.977960e-13 convergence summary number of iterations : 55 number of reformations : 6 ------- converged at time : 0.503213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 33 : 0.513213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000513213 Setting parameter "scale" to : 0.000513213 Setting parameter "scale" to : 0.000513213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.127045e-16 0.000000e+00 energy 1.603794e-08 4.033928e-13 1.603794e-10 displacement 3.975817e-07 3.975817e-07 3.975817e-13 2 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.611022 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.501731e-16 0.000000e+00 energy 1.603794e-08 3.262610e-14 1.603794e-10 displacement 3.975817e-07 4.693728e-10 3.978179e-13 3 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.488139 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.743937e-16 0.000000e+00 energy 1.603794e-08 6.715151e-15 1.603794e-10 displacement 3.975817e-07 2.046206e-11 3.977582e-13 4 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.181879 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.791236e-16 0.000000e+00 energy 1.603794e-08 5.680122e-15 1.603794e-10 displacement 3.975817e-07 4.651635e-11 3.976880e-13 5 Nonlinear solution status: time= 0.513213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.153127 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.098927e-16 0.000000e+00 energy 1.603794e-08 5.312432e-15 1.603794e-10 displacement 3.975817e-07 6.580865e-11 3.976950e-13 6 Nonlinear solution status: time= 0.513213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.127036 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.866839e-16 0.000000e+00 energy 1.603794e-08 4.314361e-15 1.603794e-10 displacement 3.975817e-07 4.106572e-11 3.977567e-13 7 Nonlinear solution status: time= 0.513213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.131449 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.559864e-16 0.000000e+00 energy 1.603794e-08 2.925118e-15 1.603794e-10 displacement 3.975817e-07 2.316483e-11 3.977994e-13 8 Nonlinear solution status: time= 0.513213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.089152 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.106422e-16 0.000000e+00 energy 1.603794e-08 3.083492e-15 1.603794e-10 displacement 3.975817e-07 4.398721e-12 3.977671e-13 9 Nonlinear solution status: time= 0.513213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.182580 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.624928e-16 0.000000e+00 energy 1.603794e-08 7.544888e-15 1.603794e-10 displacement 3.975817e-07 4.025034e-11 3.976314e-13 10 Nonlinear solution status: time= 0.513213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.098566 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.781562e-16 0.000000e+00 energy 1.603794e-08 3.988977e-15 1.603794e-10 displacement 3.975817e-07 2.464799e-11 3.975692e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.434183 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 7.670419e-17 0.000000e+00 energy 1.603794e-08 1.642666e-15 1.603794e-10 displacement 3.975817e-07 5.552036e-11 3.974411e-13 12 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.093920 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 4.711993e-17 0.000000e+00 energy 1.603794e-08 1.748170e-15 1.603794e-10 displacement 3.975817e-07 3.971413e-11 3.973755e-13 13 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.061972 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.096893e-17 0.000000e+00 energy 1.603794e-08 8.602893e-16 1.603794e-10 displacement 3.975817e-07 6.574548e-12 3.973645e-13 14 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.106442 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 5.115652e-17 0.000000e+00 energy 1.603794e-08 7.410875e-16 1.603794e-10 displacement 3.975817e-07 6.686934e-12 3.973622e-13 15 Nonlinear solution status: time= 0.513213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.276667 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 5.600487e-17 0.000000e+00 energy 1.603794e-08 2.105006e-15 1.603794e-10 displacement 3.975817e-07 3.448408e-11 3.973976e-13 16 Nonlinear solution status: time= 0.513213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.274102 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.506017e-17 0.000000e+00 energy 1.603794e-08 2.300527e-15 1.603794e-10 displacement 3.975817e-07 3.805968e-11 3.974804e-13 17 Nonlinear solution status: time= 0.513213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.242417 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.342438e-17 0.000000e+00 energy 1.603794e-08 1.565173e-15 1.603794e-10 displacement 3.975817e-07 1.347596e-11 3.975193e-13 18 Nonlinear solution status: time= 0.513213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.203301 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.578851e-17 0.000000e+00 energy 1.603794e-08 1.501996e-15 1.603794e-10 displacement 3.975817e-07 1.678452e-11 3.975333e-13 19 Nonlinear solution status: time= 0.513213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.158762 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.527500e-17 0.000000e+00 energy 1.603794e-08 9.845271e-16 1.603794e-10 displacement 3.975817e-07 1.860543e-11 3.975359e-13 20 Nonlinear solution status: time= 0.513213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.194414 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.074523e-17 0.000000e+00 energy 1.603794e-08 8.495115e-16 1.603794e-10 displacement 3.975817e-07 2.300707e-11 3.975263e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.285012 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.857176e-17 0.000000e+00 energy 1.603794e-08 7.230367e-16 1.603794e-10 displacement 3.975817e-07 2.770097e-11 3.974426e-13 22 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.059021 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.801372e-17 0.000000e+00 energy 1.603794e-08 2.059563e-16 1.603794e-10 displacement 3.975817e-07 1.361664e-11 3.974031e-13 23 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.061228 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.431840e-17 0.000000e+00 energy 1.603794e-08 2.668452e-16 1.603794e-10 displacement 3.975817e-07 8.729711e-12 3.973815e-13 24 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.080745 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.141479e-17 0.000000e+00 energy 1.603794e-08 3.127348e-16 1.603794e-10 displacement 3.975817e-07 5.053873e-12 3.973680e-13 25 Nonlinear solution status: time= 0.513213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.112603 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 9.407271e-18 0.000000e+00 energy 1.603794e-08 3.043711e-16 1.603794e-10 displacement 3.975817e-07 4.922358e-12 3.973609e-13 26 Nonlinear solution status: time= 0.513213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.197265 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.036887e-17 0.000000e+00 energy 1.603794e-08 3.779061e-16 1.603794e-10 displacement 3.975817e-07 7.603938e-12 3.973633e-13 27 Nonlinear solution status: time= 0.513213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.298845 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.085125e-17 0.000000e+00 energy 1.603794e-08 4.995460e-16 1.603794e-10 displacement 3.975817e-07 1.345930e-11 3.973840e-13 28 Nonlinear solution status: time= 0.513213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.481430 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.072370e-17 0.000000e+00 energy 1.603794e-08 8.282376e-16 1.603794e-10 displacement 3.975817e-07 2.202695e-11 3.974192e-13 29 Nonlinear solution status: time= 0.513213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.405071 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.527502e-17 0.000000e+00 energy 1.603794e-08 8.658353e-16 1.603794e-10 displacement 3.975817e-07 2.633167e-11 3.974633e-13 30 Nonlinear solution status: time= 0.513213 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.206267 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.278710e-17 0.000000e+00 energy 1.603794e-08 3.870777e-16 1.603794e-10 displacement 3.975817e-07 1.570526e-11 3.974992e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.315350 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 7.704745e-18 0.000000e+00 energy 1.603794e-08 2.997285e-16 1.603794e-10 displacement 3.975817e-07 2.008326e-11 3.974271e-13 32 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.077998 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 7.596941e-18 0.000000e+00 energy 1.603794e-08 1.147062e-16 1.603794e-10 displacement 3.975817e-07 1.589731e-11 3.973859e-13 33 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.092499 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.003239e-17 0.000000e+00 energy 1.603794e-08 3.081579e-16 1.603794e-10 displacement 3.975817e-07 9.345224e-12 3.973690e-13 34 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.058714 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 4.465042e-18 0.000000e+00 energy 1.603794e-08 7.846111e-17 1.603794e-10 displacement 3.975817e-07 1.942130e-12 3.973655e-13 35 Nonlinear solution status: time= 0.513213 stiffness updates = 4 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.107066 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.947211e-18 0.000000e+00 energy 1.603794e-08 1.449339e-16 1.603794e-10 displacement 3.975817e-07 2.107976e-12 3.973643e-13 36 Nonlinear solution status: time= 0.513213 stiffness updates = 5 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.234632 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.516060e-17 0.000000e+00 energy 1.603794e-08 2.905045e-16 1.603794e-10 displacement 3.975817e-07 9.157470e-12 3.973717e-13 37 Nonlinear solution status: time= 0.513213 stiffness updates = 6 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.283980 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 8.362915e-18 0.000000e+00 energy 1.603794e-08 4.933695e-16 1.603794e-10 displacement 3.975817e-07 2.606678e-11 3.974181e-13 38 Nonlinear solution status: time= 0.513213 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.504215 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 7.667647e-18 0.000000e+00 energy 1.603794e-08 5.144972e-16 1.603794e-10 displacement 3.975817e-07 1.107156e-11 3.974490e-13 39 Nonlinear solution status: time= 0.513213 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.247403 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 5.705965e-18 0.000000e+00 energy 1.603794e-08 2.289896e-16 1.603794e-10 displacement 3.975817e-07 5.098855e-12 3.974435e-13 40 Nonlinear solution status: time= 0.513213 stiffness updates = 9 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.235455 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.199892e-17 0.000000e+00 energy 1.603794e-08 4.086659e-16 1.603794e-10 displacement 3.975817e-07 1.246442e-11 3.974229e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.312013 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 7.850850e-18 0.000000e+00 energy 1.603794e-08 1.074990e-16 1.603794e-10 displacement 3.975817e-07 8.979465e-12 3.973928e-13 42 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.077811 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.108979e-17 0.000000e+00 energy 1.603794e-08 2.947707e-16 1.603794e-10 displacement 3.975817e-07 1.025497e-11 3.973732e-13 43 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.057512 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 6.699912e-18 0.000000e+00 energy 1.603794e-08 8.690988e-17 1.603794e-10 displacement 3.975817e-07 3.412364e-12 3.973682e-13 44 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.059946 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.608827e-18 0.000000e+00 energy 1.603794e-08 7.034950e-17 1.603794e-10 displacement 3.975817e-07 1.168731e-12 3.973659e-13 45 Nonlinear solution status: time= 0.513213 stiffness updates = 4 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.060998 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 4.740050e-18 0.000000e+00 energy 1.603794e-08 7.366771e-17 1.603794e-10 displacement 3.975817e-07 9.333007e-13 3.973650e-13 46 Nonlinear solution status: time= 0.513213 stiffness updates = 5 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.251656 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 7.298737e-18 0.000000e+00 energy 1.603794e-08 2.140835e-16 1.603794e-10 displacement 3.975817e-07 4.403906e-12 3.973665e-13 47 Nonlinear solution status: time= 0.513213 stiffness updates = 6 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.327400 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.599547e-18 0.000000e+00 energy 1.603794e-08 3.237898e-16 1.603794e-10 displacement 3.975817e-07 1.633448e-11 3.973898e-13 48 Nonlinear solution status: time= 0.513213 stiffness updates = 7 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.497956 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 5.404857e-18 0.000000e+00 energy 1.603794e-08 3.436794e-16 1.603794e-10 displacement 3.975817e-07 9.062191e-12 3.974145e-13 49 Nonlinear solution status: time= 0.513213 stiffness updates = 8 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.478488 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 6.153684e-18 0.000000e+00 energy 1.603794e-08 2.422142e-16 1.603794e-10 displacement 3.975817e-07 5.890301e-12 3.974178e-13 50 Nonlinear solution status: time= 0.513213 stiffness updates = 9 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.209791 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 5.435916e-18 0.000000e+00 energy 1.603794e-08 1.969456e-16 1.603794e-10 displacement 3.975817e-07 4.018950e-12 3.974129e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.328808 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.024573e-18 0.000000e+00 energy 1.603794e-08 1.017724e-16 1.603794e-10 displacement 3.975817e-07 6.354435e-12 3.973866e-13 52 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.078583 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.218224e-18 0.000000e+00 energy 1.603794e-08 4.202230e-17 1.603794e-10 displacement 3.975817e-07 5.678566e-12 3.973713e-13 53 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.086002 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 3.793168e-18 0.000000e+00 energy 1.603794e-08 1.444007e-16 1.603794e-10 displacement 3.975817e-07 4.124808e-12 3.973657e-13 54 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 138 stiffness matrix reformations = 6 step from line search = 0.058973 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.447025e-18 0.000000e+00 energy 1.603794e-08 4.447192e-17 1.603794e-10 displacement 3.975817e-07 7.089421e-13 3.973648e-13 55 Nonlinear solution status: time= 0.513213 stiffness updates = 4 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.088602 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.389920e-18 0.000000e+00 energy 1.603794e-08 3.499005e-17 1.603794e-10 displacement 3.975817e-07 7.468161e-13 3.973647e-13 56 Nonlinear solution status: time= 0.513213 stiffness updates = 5 right hand side evaluations = 145 stiffness matrix reformations = 6 step from line search = 0.244771 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.511162e-18 0.000000e+00 energy 1.603794e-08 8.351359e-17 1.603794e-10 displacement 3.975817e-07 2.543715e-12 3.973674e-13 57 Nonlinear solution status: time= 0.513213 stiffness updates = 6 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.297607 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.162958e-18 0.000000e+00 energy 1.603794e-08 1.265151e-16 1.603794e-10 displacement 3.975817e-07 7.275262e-12 3.973812e-13 58 Nonlinear solution status: time= 0.513213 stiffness updates = 7 right hand side evaluations = 151 stiffness matrix reformations = 6 step from line search = 0.313777 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.016028e-18 0.000000e+00 energy 1.603794e-08 1.052331e-16 1.603794e-10 displacement 3.975817e-07 4.286641e-12 3.973962e-13 59 Nonlinear solution status: time= 0.513213 stiffness updates = 8 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.536091 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.355010e-18 0.000000e+00 energy 1.603794e-08 6.848008e-17 1.603794e-10 displacement 3.975817e-07 3.068046e-12 3.973925e-13 60 Nonlinear solution status: time= 0.513213 stiffness updates = 9 right hand side evaluations = 155 stiffness matrix reformations = 6 step from line search = 0.223438 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.296811e-18 0.000000e+00 energy 1.603794e-08 4.944704e-17 1.603794e-10 displacement 3.975817e-07 3.061768e-12 3.973858e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.513213 stiffness updates = 0 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.309176 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.563435e-18 0.000000e+00 energy 1.603794e-08 7.921200e-18 1.603794e-10 displacement 3.975817e-07 2.184164e-12 3.973755e-13 62 Nonlinear solution status: time= 0.513213 stiffness updates = 1 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.070699 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 2.667597e-18 0.000000e+00 energy 1.603794e-08 3.901352e-17 1.603794e-10 displacement 3.975817e-07 2.948212e-12 3.973683e-13 63 Nonlinear solution status: time= 0.513213 stiffness updates = 2 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.069372 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.566202e-18 0.000000e+00 energy 1.603794e-08 7.218417e-17 1.603794e-10 displacement 3.975817e-07 2.755517e-12 3.973658e-13 64 Nonlinear solution status: time= 0.513213 stiffness updates = 3 right hand side evaluations = 165 stiffness matrix reformations = 7 step from line search = 0.033228 convergence norms : INITIAL CURRENT REQUIRED residual 7.706988e-09 1.118371e-18 0.000000e+00 energy 1.603794e-08 8.773835e-18 1.603794e-10 displacement 3.975817e-07 1.579172e-13 3.973656e-13 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.513213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 34 : 0.523213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000523213 Setting parameter "scale" to : 0.000523213 Setting parameter "scale" to : 0.000523213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.523213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.692607e-16 0.000000e+00 energy 1.592686e-08 3.979785e-13 1.592686e-10 displacement 3.971516e-07 3.971516e-07 3.971516e-13 2 Nonlinear solution status: time= 0.523213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.624038 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 5.462617e-17 0.000000e+00 energy 1.592686e-08 8.484881e-15 1.592686e-10 displacement 3.971516e-07 5.560688e-11 3.970629e-13 3 Nonlinear solution status: time= 0.523213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.518903 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 7.658538e-17 0.000000e+00 energy 1.592686e-08 9.045217e-16 1.592686e-10 displacement 3.971516e-07 1.886532e-12 3.970020e-13 4 Nonlinear solution status: time= 0.523213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.220854 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 9.262882e-17 0.000000e+00 energy 1.592686e-08 9.347053e-16 1.592686e-10 displacement 3.971516e-07 5.524568e-12 3.969262e-13 5 Nonlinear solution status: time= 0.523213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.125686 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 5.682432e-17 0.000000e+00 energy 1.592686e-08 1.190753e-16 1.592686e-10 displacement 3.971516e-07 3.990648e-12 3.968839e-13 6 Nonlinear solution status: time= 0.523213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.156389 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 5.574482e-17 0.000000e+00 energy 1.592686e-08 1.602861e-16 1.592686e-10 displacement 3.971516e-07 1.416975e-12 3.968739e-13 7 Nonlinear solution status: time= 0.523213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.149595 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 3.965893e-17 0.000000e+00 energy 1.592686e-08 1.291730e-16 1.592686e-10 displacement 3.971516e-07 1.263207e-12 3.968790e-13 8 Nonlinear solution status: time= 0.523213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.128173 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 3.419743e-17 0.000000e+00 energy 1.592686e-08 4.230119e-16 1.592686e-10 displacement 3.971516e-07 1.488224e-12 3.968933e-13 9 Nonlinear solution status: time= 0.523213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.157042 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 2.835979e-17 0.000000e+00 energy 1.592686e-08 5.755811e-16 1.592686e-10 displacement 3.971516e-07 1.822295e-12 3.969210e-13 10 Nonlinear solution status: time= 0.523213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.099375 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.983162e-17 0.000000e+00 energy 1.592686e-08 2.836710e-16 1.592686e-10 displacement 3.971516e-07 1.127539e-12 3.969481e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.523213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.335210 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 9.997813e-18 0.000000e+00 energy 1.592686e-08 1.109884e-16 1.592686e-10 displacement 3.971516e-07 2.172848e-12 3.969426e-13 12 Nonlinear solution status: time= 0.523213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.093017 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 7.837259e-18 0.000000e+00 energy 1.592686e-08 3.215969e-16 1.592686e-10 displacement 3.971516e-07 3.045412e-12 3.969393e-13 13 Nonlinear solution status: time= 0.523213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.065987 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 5.156186e-18 0.000000e+00 energy 1.592686e-08 1.020055e-16 1.592686e-10 displacement 3.971516e-07 7.255339e-13 3.969390e-13 14 Nonlinear solution status: time= 0.523213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.084454 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 5.061119e-18 0.000000e+00 energy 1.592686e-08 1.544801e-16 1.592686e-10 displacement 3.971516e-07 5.462640e-13 3.969394e-13 15 Nonlinear solution status: time= 0.523213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.217471 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 2.737999e-17 0.000000e+00 energy 1.592686e-08 2.919550e-16 1.592686e-10 displacement 3.971516e-07 5.737261e-12 3.969428e-13 16 Nonlinear solution status: time= 0.523213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.305027 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 2.781075e-17 0.000000e+00 energy 1.592686e-08 5.537210e-16 1.592686e-10 displacement 3.971516e-07 2.447747e-11 3.969819e-13 17 Nonlinear solution status: time= 0.523213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.282264 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.052587e-17 0.000000e+00 energy 1.592686e-08 5.227679e-16 1.592686e-10 displacement 3.971516e-07 9.451425e-12 3.970241e-13 18 Nonlinear solution status: time= 0.523213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.495840 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.500916e-17 0.000000e+00 energy 1.592686e-08 5.221706e-16 1.592686e-10 displacement 3.971516e-07 4.559536e-12 3.970114e-13 19 Nonlinear solution status: time= 0.523213 stiffness updates = 8 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.269269 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.062569e-17 0.000000e+00 energy 1.592686e-08 4.026027e-16 1.592686e-10 displacement 3.971516e-07 9.049060e-12 3.969822e-13 20 Nonlinear solution status: time= 0.523213 stiffness updates = 9 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.223274 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 9.111519e-18 0.000000e+00 energy 1.592686e-08 5.656622e-18 1.592686e-10 displacement 3.971516e-07 6.285609e-12 3.969616e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.523213 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 0.290913 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 6.222984e-18 0.000000e+00 energy 1.592686e-08 1.097659e-16 1.592686e-10 displacement 3.971516e-07 3.475914e-12 3.969496e-13 22 Nonlinear solution status: time= 0.523213 stiffness updates = 1 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.068355 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 6.931157e-18 0.000000e+00 energy 1.592686e-08 1.917140e-16 1.592686e-10 displacement 3.971516e-07 3.710261e-12 3.969414e-13 23 Nonlinear solution status: time= 0.523213 stiffness updates = 2 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.075678 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 7.201634e-18 0.000000e+00 energy 1.592686e-08 1.697668e-16 1.592686e-10 displacement 3.971516e-07 3.200456e-12 3.969390e-13 24 Nonlinear solution status: time= 0.523213 stiffness updates = 3 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.037541 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 3.346203e-18 0.000000e+00 energy 1.592686e-08 6.658430e-17 1.592686e-10 displacement 3.971516e-07 4.282687e-13 3.969394e-13 25 Nonlinear solution status: time= 0.523213 stiffness updates = 4 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.158133 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.223797e-17 0.000000e+00 energy 1.592686e-08 1.151879e-16 1.592686e-10 displacement 3.971516e-07 1.428734e-12 3.969403e-13 26 Nonlinear solution status: time= 0.523213 stiffness updates = 5 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.279901 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 1.055430e-17 0.000000e+00 energy 1.592686e-08 1.918947e-16 1.592686e-10 displacement 3.971516e-07 4.028182e-12 3.969458e-13 27 Nonlinear solution status: time= 0.523213 stiffness updates = 6 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.273596 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 4.704385e-18 0.000000e+00 energy 1.592686e-08 2.269447e-16 1.592686e-10 displacement 3.971516e-07 3.411157e-12 3.969542e-13 28 Nonlinear solution status: time= 0.523213 stiffness updates = 7 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.466569 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 7.329844e-18 0.000000e+00 energy 1.592686e-08 2.918393e-16 1.592686e-10 displacement 3.971516e-07 2.606989e-12 3.969562e-13 29 Nonlinear solution status: time= 0.523213 stiffness updates = 8 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.581924 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 3.415398e-18 0.000000e+00 energy 1.592686e-08 8.299410e-17 1.592686e-10 displacement 3.971516e-07 3.667313e-12 3.969480e-13 30 Nonlinear solution status: time= 0.523213 stiffness updates = 9 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.266560 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 3.040386e-18 0.000000e+00 energy 1.592686e-08 6.568861e-18 1.592686e-10 displacement 3.971516e-07 1.521297e-12 3.969434e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.523213 stiffness updates = 0 right hand side evaluations = 72 stiffness matrix reformations = 4 step from line search = 0.228118 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 2.681135e-18 0.000000e+00 energy 1.592686e-08 1.108242e-17 1.592686e-10 displacement 3.971516e-07 7.636671e-13 3.969415e-13 32 Nonlinear solution status: time= 0.523213 stiffness updates = 1 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.079865 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 4.292718e-18 0.000000e+00 energy 1.592686e-08 8.318972e-17 1.592686e-10 displacement 3.971516e-07 9.809507e-13 3.969398e-13 33 Nonlinear solution status: time= 0.523213 stiffness updates = 2 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.066220 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 4.387238e-18 0.000000e+00 energy 1.592686e-08 8.087974e-17 1.592686e-10 displacement 3.971516e-07 1.194054e-12 3.969395e-13 34 Nonlinear solution status: time= 0.523213 stiffness updates = 3 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.034183 convergence norms : INITIAL CURRENT REQUIRED residual 7.604625e-09 2.048265e-18 0.000000e+00 energy 1.592686e-08 1.027421e-17 1.592686e-10 displacement 3.971516e-07 2.503522e-13 3.969398e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.523213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 35 : 0.533213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000533213 Setting parameter "scale" to : 0.000533213 Setting parameter "scale" to : 0.000533213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.533213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.562406e-16 0.000000e+00 energy 1.581681e-08 3.940169e-13 1.581681e-10 displacement 3.967267e-07 3.967267e-07 3.967267e-13 2 Nonlinear solution status: time= 0.533213 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 2.649086e-17 0.000000e+00 energy 1.581681e-08 5.672824e-15 1.581681e-10 displacement 3.967267e-07 5.091267e-11 3.965568e-13 3 Nonlinear solution status: time= 0.533213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.619609 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.308174e-17 0.000000e+00 energy 1.581681e-08 9.780769e-16 1.581681e-10 displacement 3.967267e-07 3.312722e-12 3.965139e-13 4 Nonlinear solution status: time= 0.533213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.228363 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 7.354198e-17 0.000000e+00 energy 1.581681e-08 2.026212e-15 1.581681e-10 displacement 3.967267e-07 7.987132e-12 3.964895e-13 5 Nonlinear solution status: time= 0.533213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.104683 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.777932e-17 0.000000e+00 energy 1.581681e-08 1.003762e-15 1.581681e-10 displacement 3.967267e-07 4.048589e-12 3.964923e-13 6 Nonlinear solution status: time= 0.533213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.174561 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.719128e-17 0.000000e+00 energy 1.581681e-08 1.455350e-15 1.581681e-10 displacement 3.967267e-07 4.907124e-12 3.965160e-13 7 Nonlinear solution status: time= 0.533213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.100049 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 5.428122e-17 0.000000e+00 energy 1.581681e-08 1.050875e-15 1.581681e-10 displacement 3.967267e-07 1.197697e-12 3.965334e-13 8 Nonlinear solution status: time= 0.533213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.299652 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.944154e-17 0.000000e+00 energy 1.581681e-08 1.427747e-15 1.581681e-10 displacement 3.967267e-07 4.959510e-12 3.965747e-13 9 Nonlinear solution status: time= 0.533213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.213994 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 3.560698e-17 0.000000e+00 energy 1.581681e-08 1.828003e-15 1.581681e-10 displacement 3.967267e-07 4.780717e-12 3.966009e-13 10 Nonlinear solution status: time= 0.533213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.312864 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.195563e-17 0.000000e+00 energy 1.581681e-08 1.580347e-15 1.581681e-10 displacement 3.967267e-07 1.541067e-12 3.965978e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.533213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.358067 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 2.122541e-17 0.000000e+00 energy 1.581681e-08 4.124735e-16 1.581681e-10 displacement 3.967267e-07 8.645918e-12 3.965609e-13 12 Nonlinear solution status: time= 0.533213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.100138 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.910408e-17 0.000000e+00 energy 1.581681e-08 9.047627e-16 1.581681e-10 displacement 3.967267e-07 6.987665e-12 3.965287e-13 13 Nonlinear solution status: time= 0.533213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.052194 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.066626e-17 0.000000e+00 energy 1.581681e-08 1.441558e-16 1.581681e-10 displacement 3.967267e-07 7.793389e-13 3.965193e-13 14 Nonlinear solution status: time= 0.533213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.162480 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.651316e-17 0.000000e+00 energy 1.581681e-08 6.014435e-16 1.581681e-10 displacement 3.967267e-07 3.765873e-12 3.965048e-13 15 Nonlinear solution status: time= 0.533213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.289432 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.879438e-17 0.000000e+00 energy 1.581681e-08 8.263774e-16 1.581681e-10 displacement 3.967267e-07 9.208166e-12 3.964972e-13 16 Nonlinear solution status: time= 0.533213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.523377 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.976528e-17 0.000000e+00 energy 1.581681e-08 1.200084e-15 1.581681e-10 displacement 3.967267e-07 1.488508e-11 3.965200e-13 17 Nonlinear solution status: time= 0.533213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.258747 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.463807e-17 0.000000e+00 energy 1.581681e-08 5.771037e-16 1.581681e-10 displacement 3.967267e-07 4.130250e-12 3.965423e-13 18 Nonlinear solution status: time= 0.533213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.378217 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.779658e-17 0.000000e+00 energy 1.581681e-08 1.037408e-15 1.581681e-10 displacement 3.967267e-07 7.796208e-12 3.965698e-13 19 Nonlinear solution status: time= 0.533213 stiffness updates = 8 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.252642 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.324116e-17 0.000000e+00 energy 1.581681e-08 3.040348e-16 1.581681e-10 displacement 3.967267e-07 4.062181e-12 3.965807e-13 20 Nonlinear solution status: time= 0.533213 stiffness updates = 9 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.220584 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.294016e-17 0.000000e+00 energy 1.581681e-08 1.974482e-16 1.581681e-10 displacement 3.967267e-07 3.420399e-12 3.965747e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.533213 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 0.307572 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 9.403896e-18 0.000000e+00 energy 1.581681e-08 1.914004e-16 1.581681e-10 displacement 3.967267e-07 9.448270e-12 3.965473e-13 22 Nonlinear solution status: time= 0.533213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.074514 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 7.279021e-18 0.000000e+00 energy 1.581681e-08 6.997179e-17 1.581681e-10 displacement 3.967267e-07 3.989136e-12 3.965324e-13 23 Nonlinear solution status: time= 0.533213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.084970 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 5.129207e-18 0.000000e+00 energy 1.581681e-08 1.370636e-16 1.581681e-10 displacement 3.967267e-07 1.412243e-12 3.965229e-13 24 Nonlinear solution status: time= 0.533213 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.132731 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.215343e-18 0.000000e+00 energy 1.581681e-08 1.605406e-16 1.581681e-10 displacement 3.967267e-07 1.247566e-12 3.965147e-13 25 Nonlinear solution status: time= 0.533213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.204979 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 3.973728e-18 0.000000e+00 energy 1.581681e-08 1.875783e-16 1.581681e-10 displacement 3.967267e-07 1.948499e-12 3.965079e-13 26 Nonlinear solution status: time= 0.533213 stiffness updates = 5 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.294269 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.435460e-18 0.000000e+00 energy 1.581681e-08 2.336686e-16 1.581681e-10 displacement 3.967267e-07 7.848012e-12 3.965097e-13 27 Nonlinear solution status: time= 0.533213 stiffness updates = 6 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.468437 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.306603e-18 0.000000e+00 energy 1.581681e-08 3.293996e-16 1.581681e-10 displacement 3.967267e-07 9.255122e-12 3.965321e-13 28 Nonlinear solution status: time= 0.533213 stiffness updates = 7 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.412105 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 5.191320e-18 0.000000e+00 energy 1.581681e-08 2.351933e-16 1.581681e-10 displacement 3.967267e-07 2.254474e-12 3.965414e-13 29 Nonlinear solution status: time= 0.533213 stiffness updates = 8 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.222973 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 3.858592e-18 0.000000e+00 energy 1.581681e-08 1.467737e-16 1.581681e-10 displacement 3.967267e-07 3.055357e-12 3.965403e-13 30 Nonlinear solution status: time= 0.533213 stiffness updates = 9 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.195412 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 4.508764e-18 0.000000e+00 energy 1.581681e-08 1.288919e-16 1.581681e-10 displacement 3.967267e-07 2.473343e-12 3.965372e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.533213 stiffness updates = 0 right hand side evaluations = 73 stiffness matrix reformations = 4 step from line search = 0.294888 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 2.476064e-18 0.000000e+00 energy 1.581681e-08 9.893323e-17 1.581681e-10 displacement 3.967267e-07 2.671776e-12 3.965272e-13 32 Nonlinear solution status: time= 0.533213 stiffness updates = 1 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.140099 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.965114e-18 0.000000e+00 energy 1.581681e-08 4.415757e-17 1.581681e-10 displacement 3.967267e-07 1.985574e-12 3.965204e-13 33 Nonlinear solution status: time= 0.533213 stiffness updates = 2 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.109174 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.512901e-18 0.000000e+00 energy 1.581681e-08 3.208553e-17 1.581681e-10 displacement 3.967267e-07 5.495718e-13 3.965173e-13 34 Nonlinear solution status: time= 0.533213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.141478 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 1.131889e-18 0.000000e+00 energy 1.581681e-08 3.045094e-17 1.581681e-10 displacement 3.967267e-07 4.700485e-13 3.965148e-13 35 Nonlinear solution status: time= 0.533213 stiffness updates = 4 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.151556 convergence norms : INITIAL CURRENT REQUIRED residual 7.503882e-09 6.992757e-19 0.000000e+00 energy 1.581681e-08 3.153706e-17 1.581681e-10 displacement 3.967267e-07 2.606291e-13 3.965133e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.533213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 36 : 0.543213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000543213 Setting parameter "scale" to : 0.000543213 Setting parameter "scale" to : 0.000543213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.543213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.241924e-16 0.000000e+00 energy 1.570779e-08 3.936724e-13 1.570779e-10 displacement 3.963112e-07 3.963112e-07 3.963112e-13 2 Nonlinear solution status: time= 0.543213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.612394 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.248958e-16 0.000000e+00 energy 1.570779e-08 5.172422e-14 1.570779e-10 displacement 3.963112e-07 1.366773e-09 3.973556e-13 3 Nonlinear solution status: time= 0.543213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.596856 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.849605e-16 0.000000e+00 energy 1.570779e-08 5.554784e-15 1.570779e-10 displacement 3.963112e-07 3.810619e-11 3.971377e-13 4 Nonlinear solution status: time= 0.543213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.204418 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.001727e-15 0.000000e+00 energy 1.570779e-08 1.778472e-14 1.570779e-10 displacement 3.963112e-07 7.245851e-11 3.968103e-13 5 Nonlinear solution status: time= 0.543213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.125746 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 8.354371e-16 0.000000e+00 energy 1.570779e-08 1.255050e-14 1.570779e-10 displacement 3.963112e-07 8.593861e-11 3.966021e-13 6 Nonlinear solution status: time= 0.543213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.123329 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 6.401589e-16 0.000000e+00 energy 1.570779e-08 1.350804e-14 1.570779e-10 displacement 3.963112e-07 7.814648e-11 3.965459e-13 7 Nonlinear solution status: time= 0.543213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.098859 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 4.316462e-16 0.000000e+00 energy 1.570779e-08 5.375275e-15 1.570779e-10 displacement 3.963112e-07 1.810509e-11 3.965595e-13 8 Nonlinear solution status: time= 0.543213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.257906 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 6.918889e-16 0.000000e+00 energy 1.570779e-08 2.364699e-14 1.570779e-10 displacement 3.963112e-07 3.637269e-11 3.965374e-13 9 Nonlinear solution status: time= 0.543213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.200353 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 8.882002e-16 0.000000e+00 energy 1.570779e-08 3.570569e-14 1.570779e-10 displacement 3.963112e-07 8.389178e-11 3.965643e-13 10 Nonlinear solution status: time= 0.543213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.144228 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 7.315180e-16 0.000000e+00 energy 1.570779e-08 1.698106e-14 1.570779e-10 displacement 3.963112e-07 4.649431e-11 3.966944e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.543213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.524387 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.065924e-16 0.000000e+00 energy 1.570779e-08 8.966760e-15 1.570779e-10 displacement 3.963112e-07 2.278962e-10 3.962493e-13 12 Nonlinear solution status: time= 0.543213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.126442 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.170453e-16 0.000000e+00 energy 1.570779e-08 1.278936e-15 1.570779e-10 displacement 3.963112e-07 6.353365e-11 3.961221e-13 13 Nonlinear solution status: time= 0.543213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.141970 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 8.036277e-17 0.000000e+00 energy 1.570779e-08 3.977069e-15 1.570779e-10 displacement 3.963112e-07 9.126782e-11 3.961660e-13 14 Nonlinear solution status: time= 0.543213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.060490 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 4.862416e-17 0.000000e+00 energy 1.570779e-08 9.453067e-16 1.570779e-10 displacement 3.963112e-07 1.339985e-11 3.962338e-13 15 Nonlinear solution status: time= 0.543213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.249291 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.190072e-16 0.000000e+00 energy 1.570779e-08 3.592719e-15 1.570779e-10 displacement 3.963112e-07 5.526228e-11 3.964418e-13 16 Nonlinear solution status: time= 0.543213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.301393 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.208311e-16 0.000000e+00 energy 1.570779e-08 5.134195e-15 1.570779e-10 displacement 3.963112e-07 7.522852e-11 3.967569e-13 17 Nonlinear solution status: time= 0.543213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.294572 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 7.434122e-17 0.000000e+00 energy 1.570779e-08 3.099932e-15 1.570779e-10 displacement 3.963112e-07 2.435143e-11 3.967500e-13 18 Nonlinear solution status: time= 0.543213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.224135 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 5.865460e-17 0.000000e+00 energy 1.570779e-08 1.892011e-15 1.570779e-10 displacement 3.963112e-07 3.847333e-11 3.965805e-13 19 Nonlinear solution status: time= 0.543213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.136185 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 5.637953e-17 0.000000e+00 energy 1.570779e-08 2.065827e-15 1.570779e-10 displacement 3.963112e-07 5.337574e-11 3.964237e-13 20 Nonlinear solution status: time= 0.543213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.100478 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 6.202329e-17 0.000000e+00 energy 1.570779e-08 1.821842e-15 1.570779e-10 displacement 3.963112e-07 5.513727e-11 3.963613e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.543213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.324066 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 3.310190e-17 0.000000e+00 energy 1.570779e-08 1.971812e-15 1.570779e-10 displacement 3.963112e-07 6.946047e-11 3.961847e-13 22 Nonlinear solution status: time= 0.543213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.084574 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.873699e-17 0.000000e+00 energy 1.570779e-08 6.710152e-17 1.570779e-10 displacement 3.963112e-07 2.979532e-11 3.961242e-13 23 Nonlinear solution status: time= 0.543213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.061097 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.998512e-17 0.000000e+00 energy 1.570779e-08 4.789164e-16 1.570779e-10 displacement 3.963112e-07 1.029533e-11 3.961084e-13 24 Nonlinear solution status: time= 0.543213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.071195 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.045803e-17 0.000000e+00 energy 1.570779e-08 2.558069e-16 1.570779e-10 displacement 3.963112e-07 4.955105e-12 3.961025e-13 25 Nonlinear solution status: time= 0.543213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.105636 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.178864e-17 0.000000e+00 energy 1.570779e-08 4.297565e-16 1.570779e-10 displacement 3.963112e-07 3.210934e-12 3.961017e-13 26 Nonlinear solution status: time= 0.543213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.189995 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 7.614924e-18 0.000000e+00 energy 1.570779e-08 5.500524e-16 1.570779e-10 displacement 3.963112e-07 5.889760e-12 3.961081e-13 27 Nonlinear solution status: time= 0.543213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.280720 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.264541e-17 0.000000e+00 energy 1.570779e-08 6.201660e-16 1.570779e-10 displacement 3.963112e-07 1.479000e-11 3.961272e-13 28 Nonlinear solution status: time= 0.543213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.278306 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 7.972549e-18 0.000000e+00 energy 1.570779e-08 6.455015e-16 1.570779e-10 displacement 3.963112e-07 5.989510e-11 3.962394e-13 29 Nonlinear solution status: time= 0.543213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.502339 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 9.658871e-18 0.000000e+00 energy 1.570779e-08 4.890927e-16 1.570779e-10 displacement 3.963112e-07 1.269750e-11 3.962495e-13 30 Nonlinear solution status: time= 0.543213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.211903 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 7.948486e-18 0.000000e+00 energy 1.570779e-08 3.390579e-16 1.570779e-10 displacement 3.963112e-07 1.500199e-11 3.962200e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.543213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.252258 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 4.912721e-18 0.000000e+00 energy 1.570779e-08 3.262753e-16 1.570779e-10 displacement 3.963112e-07 1.466561e-11 3.961569e-13 32 Nonlinear solution status: time= 0.543213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.095716 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 3.779440e-18 0.000000e+00 energy 1.570779e-08 6.723023e-17 1.570779e-10 displacement 3.963112e-07 9.700200e-12 3.961193e-13 33 Nonlinear solution status: time= 0.543213 stiffness updates = 2 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.093230 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 4.161323e-18 0.000000e+00 energy 1.570779e-08 1.070592e-16 1.570779e-10 displacement 3.963112e-07 7.459681e-12 3.960992e-13 34 Nonlinear solution status: time= 0.543213 stiffness updates = 3 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.069397 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.342971e-18 0.000000e+00 energy 1.570779e-08 5.308141e-17 1.570779e-10 displacement 3.963112e-07 2.777191e-12 3.960935e-13 35 Nonlinear solution status: time= 0.543213 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.096185 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.586670e-18 0.000000e+00 energy 1.570779e-08 5.260624e-17 1.570779e-10 displacement 3.963112e-07 1.011349e-12 3.960920e-13 36 Nonlinear solution status: time= 0.543213 stiffness updates = 5 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.117542 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 9.915992e-19 0.000000e+00 energy 1.570779e-08 6.125944e-17 1.570779e-10 displacement 3.963112e-07 7.619983e-13 3.960913e-13 37 Nonlinear solution status: time= 0.543213 stiffness updates = 6 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.172542 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.805705e-18 0.000000e+00 energy 1.570779e-08 8.704496e-17 1.570779e-10 displacement 3.963112e-07 5.648053e-12 3.960973e-13 38 Nonlinear solution status: time= 0.543213 stiffness updates = 7 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.241012 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.898765e-18 0.000000e+00 energy 1.570779e-08 1.219369e-16 1.570779e-10 displacement 3.963112e-07 1.003902e-11 3.961210e-13 39 Nonlinear solution status: time= 0.543213 stiffness updates = 8 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.222467 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.656701e-18 0.000000e+00 energy 1.570779e-08 1.027708e-16 1.570779e-10 displacement 3.963112e-07 4.572664e-12 3.961433e-13 40 Nonlinear solution status: time= 0.543213 stiffness updates = 9 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.245848 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.521565e-18 0.000000e+00 energy 1.570779e-08 4.597754e-17 1.570779e-10 displacement 3.963112e-07 7.018230e-13 3.961386e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.543213 stiffness updates = 0 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.210497 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.281254e-18 0.000000e+00 energy 1.570779e-08 2.714527e-17 1.570779e-10 displacement 3.963112e-07 3.779314e-12 3.961185e-13 42 Nonlinear solution status: time= 0.543213 stiffness updates = 1 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.069222 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.754194e-18 0.000000e+00 energy 1.570779e-08 9.620406e-17 1.570779e-10 displacement 3.963112e-07 5.872955e-12 3.961019e-13 43 Nonlinear solution status: time= 0.543213 stiffness updates = 2 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.077569 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 3.222179e-18 0.000000e+00 energy 1.570779e-08 7.724837e-17 1.570779e-10 displacement 3.963112e-07 4.642859e-12 3.960956e-13 44 Nonlinear solution status: time= 0.543213 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.048579 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 2.076208e-18 0.000000e+00 energy 1.570779e-08 9.596191e-18 1.570779e-10 displacement 3.963112e-07 7.210306e-13 3.960952e-13 45 Nonlinear solution status: time= 0.543213 stiffness updates = 4 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.046220 convergence norms : INITIAL CURRENT REQUIRED residual 7.404732e-09 1.430034e-18 0.000000e+00 energy 1.570779e-08 3.267507e-17 1.570779e-10 displacement 3.963112e-07 1.921079e-13 3.960950e-13 convergence summary number of iterations : 45 number of reformations : 5 ------- converged at time : 0.543213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 37 : 0.553213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000553213 Setting parameter "scale" to : 0.000553213 Setting parameter "scale" to : 0.000553213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.553213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.597466e-16 0.000000e+00 energy 1.559978e-08 3.869526e-13 1.559978e-10 displacement 3.958819e-07 3.958819e-07 3.958819e-13 2 Nonlinear solution status: time= 0.553213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.620571 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 4.593927e-17 0.000000e+00 energy 1.559978e-08 5.832659e-15 1.559978e-10 displacement 3.958819e-07 1.239715e-10 3.958521e-13 3 Nonlinear solution status: time= 0.553213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.518665 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 2.359218e-17 0.000000e+00 energy 1.559978e-08 2.165992e-15 1.559978e-10 displacement 3.958819e-07 7.402734e-12 3.958143e-13 4 Nonlinear solution status: time= 0.553213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.399067 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 4.914549e-17 0.000000e+00 energy 1.559978e-08 2.852672e-15 1.559978e-10 displacement 3.958819e-07 1.082138e-11 3.957445e-13 5 Nonlinear solution status: time= 0.553213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.368305 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 6.131416e-17 0.000000e+00 energy 1.559978e-08 8.327909e-16 1.559978e-10 displacement 3.958819e-07 1.652754e-11 3.956900e-13 6 Nonlinear solution status: time= 0.553213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.168196 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 6.615506e-17 0.000000e+00 energy 1.559978e-08 1.134031e-15 1.559978e-10 displacement 3.958819e-07 1.025214e-11 3.956736e-13 7 Nonlinear solution status: time= 0.553213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.109016 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 4.801159e-17 0.000000e+00 energy 1.559978e-08 6.449827e-16 1.559978e-10 displacement 3.958819e-07 4.371786e-12 3.956757e-13 8 Nonlinear solution status: time= 0.553213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.191671 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 5.392835e-17 0.000000e+00 energy 1.559978e-08 1.919139e-15 1.559978e-10 displacement 3.958819e-07 7.941227e-12 3.956960e-13 9 Nonlinear solution status: time= 0.553213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.219875 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 6.754241e-17 0.000000e+00 energy 1.559978e-08 2.027798e-15 1.559978e-10 displacement 3.958819e-07 9.654013e-12 3.957448e-13 10 Nonlinear solution status: time= 0.553213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.152628 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 4.668480e-17 0.000000e+00 energy 1.559978e-08 8.744005e-16 1.559978e-10 displacement 3.958819e-07 2.309658e-12 3.957724e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.553213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.461959 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.647313e-17 0.000000e+00 energy 1.559978e-08 4.755316e-16 1.559978e-10 displacement 3.958819e-07 1.316952e-11 3.957135e-13 12 Nonlinear solution status: time= 0.553213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.124521 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.142775e-17 0.000000e+00 energy 1.559978e-08 7.120767e-16 1.559978e-10 displacement 3.958819e-07 8.918077e-12 3.956775e-13 13 Nonlinear solution status: time= 0.553213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.054734 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 5.445693e-18 0.000000e+00 energy 1.559978e-08 1.241678e-16 1.559978e-10 displacement 3.958819e-07 1.079380e-12 3.956686e-13 14 Nonlinear solution status: time= 0.553213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.225650 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 9.532109e-18 0.000000e+00 energy 1.559978e-08 4.934390e-16 1.559978e-10 displacement 3.958819e-07 3.529827e-12 3.956588e-13 15 Nonlinear solution status: time= 0.553213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.280749 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.595674e-17 0.000000e+00 energy 1.559978e-08 1.002942e-15 1.559978e-10 displacement 3.958819e-07 2.467650e-11 3.956689e-13 16 Nonlinear solution status: time= 0.553213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.285846 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.756998e-17 0.000000e+00 energy 1.559978e-08 8.320791e-16 1.559978e-10 displacement 3.958819e-07 3.107615e-11 3.957195e-13 17 Nonlinear solution status: time= 0.553213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.523352 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 2.238526e-17 0.000000e+00 energy 1.559978e-08 1.424061e-15 1.559978e-10 displacement 3.958819e-07 1.056260e-10 3.959161e-13 18 Nonlinear solution status: time= 0.553213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.327737 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.960966e-17 0.000000e+00 energy 1.559978e-08 1.724428e-15 1.559978e-10 displacement 3.958819e-07 7.635535e-11 3.962052e-13 19 Nonlinear solution status: time= 0.553213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.238798 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 2.370199e-17 0.000000e+00 energy 1.559978e-08 7.446767e-16 1.559978e-10 displacement 3.958819e-07 7.604137e-12 3.962060e-13 20 Nonlinear solution status: time= 0.553213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.167014 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 4.526924e-17 0.000000e+00 energy 1.559978e-08 1.265282e-15 1.559978e-10 displacement 3.958819e-07 2.191289e-11 3.960681e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.553213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.569447 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.429491e-17 0.000000e+00 energy 1.559978e-08 5.112304e-16 1.559978e-10 displacement 3.958819e-07 1.222049e-10 3.957547e-13 22 Nonlinear solution status: time= 0.553213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.108747 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 7.578974e-18 0.000000e+00 energy 1.559978e-08 2.898473e-16 1.559978e-10 displacement 3.958819e-07 4.311508e-11 3.956767e-13 23 Nonlinear solution status: time= 0.553213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.074428 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 2.956453e-18 0.000000e+00 energy 1.559978e-08 1.687913e-16 1.559978e-10 displacement 3.958819e-07 4.460754e-12 3.956692e-13 24 Nonlinear solution status: time= 0.553213 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.215210 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 5.229454e-18 0.000000e+00 energy 1.559978e-08 2.906357e-16 1.559978e-10 displacement 3.958819e-07 4.498787e-12 3.956701e-13 25 Nonlinear solution status: time= 0.553213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.282691 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 7.873372e-18 0.000000e+00 energy 1.559978e-08 5.301383e-16 1.559978e-10 displacement 3.958819e-07 2.345852e-11 3.956960e-13 26 Nonlinear solution status: time= 0.553213 stiffness updates = 5 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.292368 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 7.409454e-18 0.000000e+00 energy 1.559978e-08 5.528179e-16 1.559978e-10 displacement 3.958819e-07 3.330942e-11 3.957720e-13 27 Nonlinear solution status: time= 0.553213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.282007 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 6.439791e-18 0.000000e+00 energy 1.559978e-08 3.373576e-16 1.559978e-10 displacement 3.958819e-07 1.320059e-11 3.958321e-13 28 Nonlinear solution status: time= 0.553213 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.222260 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 6.454035e-18 0.000000e+00 energy 1.559978e-08 2.705260e-16 1.559978e-10 displacement 3.958819e-07 8.483612e-12 3.958532e-13 29 Nonlinear solution status: time= 0.553213 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.160021 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 9.140731e-18 0.000000e+00 energy 1.559978e-08 3.258530e-16 1.559978e-10 displacement 3.958819e-07 9.529839e-12 3.958499e-13 30 Nonlinear solution status: time= 0.553213 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.115097 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 7.395440e-18 0.000000e+00 energy 1.559978e-08 2.511901e-16 1.559978e-10 displacement 3.958819e-07 8.688084e-12 3.958408e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.553213 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.340433 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 4.546617e-18 0.000000e+00 energy 1.559978e-08 1.314075e-16 1.559978e-10 displacement 3.958819e-07 2.184402e-11 3.957436e-13 32 Nonlinear solution status: time= 0.553213 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.076134 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 6.479120e-18 0.000000e+00 energy 1.559978e-08 1.509136e-16 1.559978e-10 displacement 3.958819e-07 2.158749e-11 3.956865e-13 33 Nonlinear solution status: time= 0.553213 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.051137 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 2.388075e-18 0.000000e+00 energy 1.559978e-08 6.192819e-17 1.559978e-10 displacement 3.958819e-07 1.029716e-11 3.956711e-13 34 Nonlinear solution status: time= 0.553213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.057823 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.001676e-18 0.000000e+00 energy 1.559978e-08 4.191737e-17 1.559978e-10 displacement 3.958819e-07 1.470489e-12 3.956696e-13 35 Nonlinear solution status: time= 0.553213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.099277 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 9.244690e-19 0.000000e+00 energy 1.559978e-08 3.626999e-17 1.559978e-10 displacement 3.958819e-07 7.100986e-13 3.956695e-13 36 Nonlinear solution status: time= 0.553213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.324256 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.463811e-18 0.000000e+00 energy 1.559978e-08 9.732550e-17 1.559978e-10 displacement 3.958819e-07 7.677753e-12 3.956770e-13 37 Nonlinear solution status: time= 0.553213 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.302164 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.068490e-18 0.000000e+00 energy 1.559978e-08 1.158873e-16 1.559978e-10 displacement 3.958819e-07 1.008579e-11 3.957016e-13 38 Nonlinear solution status: time= 0.553213 stiffness updates = 7 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.276614 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.411736e-18 0.000000e+00 energy 1.559978e-08 6.497199e-17 1.559978e-10 displacement 3.958819e-07 1.554709e-12 3.957122e-13 39 Nonlinear solution status: time= 0.553213 stiffness updates = 8 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.195492 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.608638e-18 0.000000e+00 energy 1.559978e-08 7.249470e-17 1.559978e-10 displacement 3.958819e-07 1.489258e-12 3.957166e-13 40 Nonlinear solution status: time= 0.553213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.155855 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.829967e-18 0.000000e+00 energy 1.559978e-08 6.106312e-17 1.559978e-10 displacement 3.958819e-07 1.801761e-12 3.957159e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.553213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.255849 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.978836e-18 0.000000e+00 energy 1.559978e-08 1.366027e-17 1.559978e-10 displacement 3.958819e-07 4.167252e-12 3.956942e-13 42 Nonlinear solution status: time= 0.553213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.076797 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 2.691297e-18 0.000000e+00 energy 1.559978e-08 5.629351e-17 1.559978e-10 displacement 3.958819e-07 6.425941e-12 3.956769e-13 43 Nonlinear solution status: time= 0.553213 stiffness updates = 2 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.048465 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.735591e-18 0.000000e+00 energy 1.559978e-08 2.433894e-17 1.559978e-10 displacement 3.958819e-07 3.476245e-12 3.956714e-13 44 Nonlinear solution status: time= 0.553213 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.042314 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 1.074578e-18 0.000000e+00 energy 1.559978e-08 1.049959e-17 1.559978e-10 displacement 3.958819e-07 1.084574e-12 3.956707e-13 45 Nonlinear solution status: time= 0.553213 stiffness updates = 4 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.059107 convergence norms : INITIAL CURRENT REQUIRED residual 7.307143e-09 8.716959e-19 0.000000e+00 energy 1.559978e-08 2.664841e-17 1.559978e-10 displacement 3.958819e-07 3.489103e-13 3.956708e-13 convergence summary number of iterations : 45 number of reformations : 5 ------- converged at time : 0.553213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 38 : 0.563213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000563213 Setting parameter "scale" to : 0.000563213 Setting parameter "scale" to : 0.000563213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.563213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.625752e-16 0.000000e+00 energy 1.549277e-08 3.831006e-13 1.549277e-10 displacement 3.954618e-07 3.954618e-07 3.954618e-13 2 Nonlinear solution status: time= 0.563213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.606306 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 6.093907e-17 0.000000e+00 energy 1.549277e-08 5.684831e-15 1.549277e-10 displacement 3.954618e-07 1.525862e-10 3.954604e-13 3 Nonlinear solution status: time= 0.563213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.313423 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 4.282362e-17 0.000000e+00 energy 1.549277e-08 1.328617e-15 1.549277e-10 displacement 3.954618e-07 5.157972e-12 3.954408e-13 4 Nonlinear solution status: time= 0.563213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.219561 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 5.356394e-17 0.000000e+00 energy 1.549277e-08 1.582515e-15 1.549277e-10 displacement 3.954618e-07 1.176986e-11 3.953852e-13 5 Nonlinear solution status: time= 0.563213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.169581 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 6.944013e-17 0.000000e+00 energy 1.549277e-08 1.465890e-15 1.549277e-10 displacement 3.954618e-07 2.109192e-11 3.953384e-13 6 Nonlinear solution status: time= 0.563213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.159075 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.066323e-16 0.000000e+00 energy 1.549277e-08 2.323743e-15 1.549277e-10 displacement 3.954618e-07 2.578731e-11 3.953236e-13 7 Nonlinear solution status: time= 0.563213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.154856 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.109444e-16 0.000000e+00 energy 1.549277e-08 1.399473e-15 1.549277e-10 displacement 3.954618e-07 1.504372e-11 3.953354e-13 8 Nonlinear solution status: time= 0.563213 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.120065 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 8.768226e-17 0.000000e+00 energy 1.549277e-08 7.152831e-16 1.549277e-10 displacement 3.954618e-07 3.067263e-12 3.953406e-13 9 Nonlinear solution status: time= 0.563213 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.127626 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 8.176737e-17 0.000000e+00 energy 1.549277e-08 1.133455e-15 1.549277e-10 displacement 3.954618e-07 4.452645e-12 3.953340e-13 10 Nonlinear solution status: time= 0.563213 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 1 step from line search = 0.205739 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 8.027541e-17 0.000000e+00 energy 1.549277e-08 3.373517e-15 1.549277e-10 displacement 3.954618e-07 2.731024e-11 3.953341e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.563213 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.473760 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 3.305286e-17 0.000000e+00 energy 1.549277e-08 4.865006e-16 1.549277e-10 displacement 3.954618e-07 2.000940e-11 3.952845e-13 12 Nonlinear solution status: time= 0.563213 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.116366 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.960083e-17 0.000000e+00 energy 1.549277e-08 1.689769e-15 1.549277e-10 displacement 3.954618e-07 1.549205e-11 3.952572e-13 13 Nonlinear solution status: time= 0.563213 stiffness updates = 2 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.073874 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.676740e-17 0.000000e+00 energy 1.549277e-08 3.760931e-16 1.549277e-10 displacement 3.954618e-07 1.662422e-12 3.952514e-13 14 Nonlinear solution status: time= 0.563213 stiffness updates = 3 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.146894 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.344504e-17 0.000000e+00 energy 1.549277e-08 7.544510e-16 1.549277e-10 displacement 3.954618e-07 1.089548e-11 3.952502e-13 15 Nonlinear solution status: time= 0.563213 stiffness updates = 4 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.316308 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.368481e-17 0.000000e+00 energy 1.549277e-08 1.255121e-15 1.549277e-10 displacement 3.954618e-07 2.857768e-11 3.952797e-13 16 Nonlinear solution status: time= 0.563213 stiffness updates = 5 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.290361 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.819888e-17 0.000000e+00 energy 1.549277e-08 1.304108e-15 1.549277e-10 displacement 3.954618e-07 4.479994e-11 3.953607e-13 17 Nonlinear solution status: time= 0.563213 stiffness updates = 6 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.425047 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.371984e-17 0.000000e+00 energy 1.549277e-08 1.440423e-15 1.549277e-10 displacement 3.954618e-07 2.610866e-11 3.954387e-13 18 Nonlinear solution status: time= 0.563213 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.325544 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.657607e-17 0.000000e+00 energy 1.549277e-08 1.434445e-15 1.549277e-10 displacement 3.954618e-07 2.190765e-11 3.954946e-13 19 Nonlinear solution status: time= 0.563213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.229280 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.250685e-17 0.000000e+00 energy 1.549277e-08 7.225219e-16 1.549277e-10 displacement 3.954618e-07 1.037320e-11 3.954859e-13 20 Nonlinear solution status: time= 0.563213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.187044 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 3.086378e-17 0.000000e+00 energy 1.549277e-08 6.465458e-16 1.549277e-10 displacement 3.954618e-07 1.321736e-11 3.954338e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.563213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.370703 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.638914e-17 0.000000e+00 energy 1.549277e-08 3.775904e-16 1.549277e-10 displacement 3.954618e-07 2.890543e-11 3.953275e-13 22 Nonlinear solution status: time= 0.563213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.080740 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.739059e-17 0.000000e+00 energy 1.549277e-08 6.755731e-16 1.549277e-10 displacement 3.954618e-07 3.260773e-11 3.952669e-13 23 Nonlinear solution status: time= 0.563213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.056400 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 9.682825e-18 0.000000e+00 energy 1.549277e-08 1.821956e-16 1.549277e-10 displacement 3.954618e-07 5.713916e-12 3.952557e-13 24 Nonlinear solution status: time= 0.563213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.097983 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 7.296311e-18 0.000000e+00 energy 1.549277e-08 3.059450e-16 1.549277e-10 displacement 3.954618e-07 3.913222e-12 3.952515e-13 25 Nonlinear solution status: time= 0.563213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.136690 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.336894e-17 0.000000e+00 energy 1.549277e-08 2.572827e-16 1.549277e-10 displacement 3.954618e-07 5.729754e-12 3.952528e-13 26 Nonlinear solution status: time= 0.563213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.269572 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.356133e-17 0.000000e+00 energy 1.549277e-08 5.743747e-16 1.549277e-10 displacement 3.954618e-07 2.300666e-11 3.952787e-13 27 Nonlinear solution status: time= 0.563213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.279440 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.946739e-17 0.000000e+00 energy 1.549277e-08 6.572213e-16 1.549277e-10 displacement 3.954618e-07 2.158612e-11 3.953391e-13 28 Nonlinear solution status: time= 0.563213 stiffness updates = 7 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.296794 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 8.344103e-18 0.000000e+00 energy 1.549277e-08 4.640013e-16 1.549277e-10 displacement 3.954618e-07 7.037582e-12 3.953742e-13 29 Nonlinear solution status: time= 0.563213 stiffness updates = 8 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.510393 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 1.406108e-17 0.000000e+00 energy 1.549277e-08 3.207740e-16 1.549277e-10 displacement 3.954618e-07 1.240083e-11 3.953311e-13 30 Nonlinear solution status: time= 0.563213 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.190495 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 9.152830e-18 0.000000e+00 energy 1.549277e-08 1.180575e-16 1.549277e-10 displacement 3.954618e-07 1.164842e-11 3.952972e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.563213 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.274907 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 5.971544e-18 0.000000e+00 energy 1.549277e-08 1.429763e-16 1.549277e-10 displacement 3.954618e-07 5.440290e-12 3.952766e-13 32 Nonlinear solution status: time= 0.563213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.081779 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 7.103134e-18 0.000000e+00 energy 1.549277e-08 1.489639e-16 1.549277e-10 displacement 3.954618e-07 4.357331e-12 3.952619e-13 33 Nonlinear solution status: time= 0.563213 stiffness updates = 2 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.072996 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 8.519063e-18 0.000000e+00 energy 1.549277e-08 2.326221e-16 1.549277e-10 displacement 3.954618e-07 5.112006e-12 3.952533e-13 34 Nonlinear solution status: time= 0.563213 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.047501 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 3.093401e-18 0.000000e+00 energy 1.549277e-08 2.892147e-17 1.549277e-10 displacement 3.954618e-07 1.256625e-12 3.952515e-13 35 Nonlinear solution status: time= 0.563213 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.062398 convergence norms : INITIAL CURRENT REQUIRED residual 7.211087e-09 2.425644e-18 0.000000e+00 energy 1.549277e-08 3.915572e-17 1.549277e-10 displacement 3.954618e-07 3.906632e-13 3.952509e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.563213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 39 : 0.573213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000573213 Setting parameter "scale" to : 0.000573213 Setting parameter "scale" to : 0.000573213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.189168e-16 0.000000e+00 energy 1.538675e-08 3.846333e-13 1.538675e-10 displacement 3.950524e-07 3.950524e-07 3.950524e-13 2 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.606798 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.907410e-16 0.000000e+00 energy 1.538675e-08 8.236864e-14 1.538675e-10 displacement 3.950524e-07 2.733181e-09 3.973348e-13 3 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.597824 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 3.884490e-16 0.000000e+00 energy 1.538675e-08 1.882105e-14 1.538675e-10 displacement 3.950524e-07 1.748644e-10 3.972777e-13 4 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.212601 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.867060e-16 0.000000e+00 energy 1.538675e-08 1.988618e-14 1.538675e-10 displacement 3.950524e-07 2.339465e-10 3.970240e-13 5 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.157775 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 8.424408e-16 0.000000e+00 energy 1.538675e-08 2.861464e-14 1.538675e-10 displacement 3.950524e-07 3.803380e-10 3.970560e-13 6 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.126299 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 6.937318e-16 0.000000e+00 energy 1.538675e-08 2.285064e-14 1.538675e-10 displacement 3.950524e-07 3.749254e-10 3.976169e-13 7 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.074426 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.956993e-16 0.000000e+00 energy 1.538675e-08 8.355606e-15 1.538675e-10 displacement 3.950524e-07 1.224305e-10 3.980704e-13 8 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.088879 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 6.272245e-16 0.000000e+00 energy 1.538675e-08 1.410916e-14 1.538675e-10 displacement 3.950524e-07 7.260265e-11 3.981987e-13 9 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.168084 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 7.878007e-16 0.000000e+00 energy 1.538675e-08 2.208234e-14 1.538675e-10 displacement 3.950524e-07 3.090984e-10 3.980023e-13 10 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.128457 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 7.824095e-16 0.000000e+00 energy 1.538675e-08 4.121550e-14 1.538675e-10 displacement 3.950524e-07 3.154932e-10 3.976250e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.630834 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.770626e-16 0.000000e+00 energy 1.538675e-08 8.629391e-15 1.538675e-10 displacement 3.950524e-07 1.020185e-09 3.953546e-13 12 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.098785 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 8.522285e-17 0.000000e+00 energy 1.538675e-08 3.076406e-15 1.538675e-10 displacement 3.950524e-07 2.501900e-10 3.948892e-13 13 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.125607 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 9.894088e-17 0.000000e+00 energy 1.538675e-08 5.629570e-15 1.538675e-10 displacement 3.950524e-07 1.979527e-10 3.949184e-13 14 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.227379 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.275307e-16 0.000000e+00 energy 1.538675e-08 7.778479e-15 1.538675e-10 displacement 3.950524e-07 4.492748e-10 3.957028e-13 15 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.315426 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.128015e-16 0.000000e+00 energy 1.538675e-08 7.300580e-15 1.538675e-10 displacement 3.950524e-07 1.947999e-10 3.964852e-13 16 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.454069 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.795182e-16 0.000000e+00 energy 1.538675e-08 1.159458e-14 1.538675e-10 displacement 3.950524e-07 3.160998e-10 3.963531e-13 17 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.225725 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.643984e-16 0.000000e+00 energy 1.538675e-08 7.525078e-15 1.538675e-10 displacement 3.950524e-07 3.776652e-10 3.963057e-13 18 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.249005 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.925008e-16 0.000000e+00 energy 1.538675e-08 9.971527e-15 1.538675e-10 displacement 3.950524e-07 6.882761e-10 3.968966e-13 19 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.112872 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.457305e-16 0.000000e+00 energy 1.538675e-08 4.437204e-15 1.538675e-10 displacement 3.950524e-07 1.479030e-10 3.973602e-13 20 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.168775 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.169365e-16 0.000000e+00 energy 1.538675e-08 7.542950e-15 1.538675e-10 displacement 3.950524e-07 1.278884e-10 3.974128e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.518318 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 7.507977e-17 0.000000e+00 energy 1.538675e-08 3.928407e-15 1.538675e-10 displacement 3.950524e-07 7.110912e-10 3.954740e-13 22 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.128056 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 6.336958e-17 0.000000e+00 energy 1.538675e-08 3.059173e-15 1.538675e-10 displacement 3.950524e-07 3.651534e-10 3.948799e-13 23 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.088022 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.958535e-17 0.000000e+00 energy 1.538675e-08 1.751791e-15 1.538675e-10 displacement 3.950524e-07 1.015976e-10 3.948606e-13 24 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.200489 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.555607e-17 0.000000e+00 energy 1.538675e-08 2.226815e-15 1.538675e-10 displacement 3.950524e-07 3.798896e-11 3.949374e-13 25 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.284270 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.588042e-17 0.000000e+00 energy 1.538675e-08 2.833812e-15 1.538675e-10 displacement 3.950524e-07 9.367198e-11 3.950789e-13 26 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.325294 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.676955e-17 0.000000e+00 energy 1.538675e-08 2.475171e-15 1.538675e-10 displacement 3.950524e-07 1.653897e-10 3.953598e-13 27 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.479440 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.042852e-17 0.000000e+00 energy 1.538675e-08 2.517177e-15 1.538675e-10 displacement 3.950524e-07 1.256401e-10 3.955216e-13 28 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.215893 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.424603e-17 0.000000e+00 energy 1.538675e-08 3.139718e-15 1.538675e-10 displacement 3.950524e-07 9.088394e-11 3.956737e-13 29 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.191440 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.673632e-17 0.000000e+00 energy 1.538675e-08 2.593569e-15 1.538675e-10 displacement 3.950524e-07 4.779664e-11 3.957220e-13 30 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.128551 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.782881e-17 0.000000e+00 energy 1.538675e-08 9.340482e-16 1.538675e-10 displacement 3.950524e-07 1.712563e-11 3.956477e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.432788 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.287936e-17 0.000000e+00 energy 1.538675e-08 1.058560e-15 1.538675e-10 displacement 3.950524e-07 1.846878e-10 3.950784e-13 32 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.096715 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.816790e-17 0.000000e+00 energy 1.538675e-08 6.246469e-16 1.538675e-10 displacement 3.950524e-07 1.058531e-10 3.948667e-13 33 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.066613 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 9.588818e-18 0.000000e+00 energy 1.538675e-08 4.058013e-16 1.538675e-10 displacement 3.950524e-07 2.467387e-11 3.948364e-13 34 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.123695 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.049064e-17 0.000000e+00 energy 1.538675e-08 6.021923e-16 1.538675e-10 displacement 3.950524e-07 1.041163e-11 3.948374e-13 35 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.241691 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.831343e-17 0.000000e+00 energy 1.538675e-08 8.748601e-16 1.538675e-10 displacement 3.950524e-07 2.814429e-11 3.948685e-13 36 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.344125 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.184974e-17 0.000000e+00 energy 1.538675e-08 1.219365e-15 1.538675e-10 displacement 3.950524e-07 9.573863e-11 3.950321e-13 37 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.510275 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.448358e-17 0.000000e+00 energy 1.538675e-08 1.154427e-15 1.538675e-10 displacement 3.950524e-07 5.468819e-11 3.951444e-13 38 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.201780 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.705901e-17 0.000000e+00 energy 1.538675e-08 9.946112e-16 1.538675e-10 displacement 3.950524e-07 3.542318e-11 3.952261e-13 39 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.245486 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.415684e-17 0.000000e+00 energy 1.538675e-08 1.332337e-15 1.538675e-10 displacement 3.950524e-07 6.241036e-11 3.953227e-13 40 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.158878 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.239668e-17 0.000000e+00 energy 1.538675e-08 1.054862e-15 1.538675e-10 displacement 3.950524e-07 3.196963e-11 3.953861e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.400224 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.553120e-17 0.000000e+00 energy 1.538675e-08 2.546750e-16 1.538675e-10 displacement 3.950524e-07 1.050623e-10 3.950232e-13 42 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.072524 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.159094e-17 0.000000e+00 energy 1.538675e-08 2.849536e-16 1.538675e-10 displacement 3.950524e-07 9.587479e-11 3.948549e-13 43 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.055808 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.349977e-18 0.000000e+00 energy 1.538675e-08 1.336568e-16 1.538675e-10 displacement 3.950524e-07 1.530308e-11 3.948362e-13 44 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.089615 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.147776e-18 0.000000e+00 energy 1.538675e-08 2.447358e-16 1.538675e-10 displacement 3.950524e-07 3.787483e-12 3.948337e-13 45 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.219374 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 7.615647e-18 0.000000e+00 energy 1.538675e-08 3.470409e-16 1.538675e-10 displacement 3.950524e-07 9.803544e-12 3.948393e-13 46 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.300907 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 6.599221e-18 0.000000e+00 energy 1.538675e-08 6.546423e-16 1.538675e-10 displacement 3.950524e-07 7.595910e-11 3.949482e-13 47 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.498509 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 7.414314e-18 0.000000e+00 energy 1.538675e-08 6.506111e-16 1.538675e-10 displacement 3.950524e-07 3.047713e-11 3.950638e-13 48 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.490299 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.078340e-17 0.000000e+00 energy 1.538675e-08 7.098209e-16 1.538675e-10 displacement 3.950524e-07 2.488928e-11 3.950696e-13 49 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.218186 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.099649e-17 0.000000e+00 energy 1.538675e-08 5.382009e-16 1.538675e-10 displacement 3.950524e-07 1.814274e-11 3.950447e-13 50 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.175782 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.447758e-17 0.000000e+00 energy 1.538675e-08 5.936735e-16 1.538675e-10 displacement 3.950524e-07 1.345075e-11 3.950031e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 125 stiffness matrix reformations = 6 step from line search = 0.418440 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 9.849005e-18 0.000000e+00 energy 1.538675e-08 2.383236e-17 1.538675e-10 displacement 3.950524e-07 3.642878e-11 3.948882e-13 52 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.068725 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.917419e-18 0.000000e+00 energy 1.538675e-08 1.301802e-16 1.538675e-10 displacement 3.950524e-07 3.406847e-11 3.948392e-13 53 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.052981 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.292983e-18 0.000000e+00 energy 1.538675e-08 5.758194e-17 1.538675e-10 displacement 3.950524e-07 3.837515e-12 3.948355e-13 54 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.101358 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.675648e-18 0.000000e+00 energy 1.538675e-08 1.194702e-16 1.538675e-10 displacement 3.950524e-07 2.069196e-12 3.948340e-13 55 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.218437 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.450803e-18 0.000000e+00 energy 1.538675e-08 1.953075e-16 1.538675e-10 displacement 3.950524e-07 8.479545e-12 3.948429e-13 56 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.292181 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 3.299386e-18 0.000000e+00 energy 1.538675e-08 3.147898e-16 1.538675e-10 displacement 3.950524e-07 3.323955e-11 3.949069e-13 57 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.328173 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 3.103641e-18 0.000000e+00 energy 1.538675e-08 2.263300e-16 1.538675e-10 displacement 3.950524e-07 9.935994e-12 3.949595e-13 58 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 145 stiffness matrix reformations = 6 step from line search = 0.313473 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 3.163284e-18 0.000000e+00 energy 1.538675e-08 2.256718e-16 1.538675e-10 displacement 3.950524e-07 5.131154e-12 3.949705e-13 59 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.321768 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.713589e-18 0.000000e+00 energy 1.538675e-08 2.824055e-16 1.538675e-10 displacement 3.950524e-07 1.545029e-11 3.949412e-13 60 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.232166 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.125533e-18 0.000000e+00 energy 1.538675e-08 1.211226e-16 1.538675e-10 displacement 3.950524e-07 6.537008e-12 3.949087e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 151 stiffness matrix reformations = 7 step from line search = 0.341539 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 4.529383e-18 0.000000e+00 energy 1.538675e-08 5.994128e-17 1.538675e-10 displacement 3.950524e-07 1.141491e-11 3.948656e-13 62 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 153 stiffness matrix reformations = 7 step from line search = 0.067970 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.892718e-18 0.000000e+00 energy 1.538675e-08 2.116261e-17 1.538675e-10 displacement 3.950524e-07 1.076139e-11 3.948412e-13 63 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 155 stiffness matrix reformations = 7 step from line search = 0.070295 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.278959e-18 0.000000e+00 energy 1.538675e-08 1.072765e-16 1.538675e-10 displacement 3.950524e-07 7.234122e-12 3.948354e-13 64 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.048564 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.282851e-18 0.000000e+00 energy 1.538675e-08 5.659373e-17 1.538675e-10 displacement 3.950524e-07 4.723072e-13 3.948345e-13 65 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.213699 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.778917e-18 0.000000e+00 energy 1.538675e-08 8.255473e-17 1.538675e-10 displacement 3.950524e-07 1.384419e-12 3.948339e-13 66 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.322354 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.611167e-18 0.000000e+00 energy 1.538675e-08 1.445383e-16 1.538675e-10 displacement 3.950524e-07 1.302819e-11 3.948481e-13 67 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 167 stiffness matrix reformations = 7 step from line search = 0.307556 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.287517e-18 0.000000e+00 energy 1.538675e-08 1.291167e-16 1.538675e-10 displacement 3.950524e-07 6.796122e-12 3.948720e-13 68 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 170 stiffness matrix reformations = 7 step from line search = 0.286666 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.710994e-18 0.000000e+00 energy 1.538675e-08 7.876379e-17 1.538675e-10 displacement 3.950524e-07 1.095533e-12 3.948784e-13 69 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 173 stiffness matrix reformations = 7 step from line search = 0.213011 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.551092e-18 0.000000e+00 energy 1.538675e-08 5.515414e-17 1.538675e-10 displacement 3.950524e-07 1.337327e-12 3.948758e-13 70 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 176 stiffness matrix reformations = 7 step from line search = 0.130541 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.549297e-18 0.000000e+00 energy 1.538675e-08 4.369426e-17 1.538675e-10 displacement 3.950524e-07 9.877591e-13 3.948706e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 178 stiffness matrix reformations = 8 step from line search = 0.293657 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.474083e-18 0.000000e+00 energy 1.538675e-08 5.204287e-18 1.538675e-10 displacement 3.950524e-07 4.704842e-12 3.948511e-13 72 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 180 stiffness matrix reformations = 8 step from line search = 0.083480 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.147908e-18 0.000000e+00 energy 1.538675e-08 3.390534e-17 1.538675e-10 displacement 3.950524e-07 5.267906e-12 3.948388e-13 73 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 182 stiffness matrix reformations = 8 step from line search = 0.081877 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.899867e-18 0.000000e+00 energy 1.538675e-08 5.914692e-17 1.538675e-10 displacement 3.950524e-07 4.085496e-12 3.948355e-13 74 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 185 stiffness matrix reformations = 8 step from line search = 0.054821 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 8.882448e-19 0.000000e+00 energy 1.538675e-08 1.396372e-17 1.538675e-10 displacement 3.950524e-07 4.111695e-13 3.948353e-13 75 Nonlinear solution status: time= 0.573213 stiffness updates = 4 right hand side evaluations = 188 stiffness matrix reformations = 8 step from line search = 0.120471 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 9.470893e-19 0.000000e+00 energy 1.538675e-08 3.428915e-17 1.538675e-10 displacement 3.950524e-07 4.877803e-13 3.948344e-13 76 Nonlinear solution status: time= 0.573213 stiffness updates = 5 right hand side evaluations = 191 stiffness matrix reformations = 8 step from line search = 0.264625 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.447597e-18 0.000000e+00 energy 1.538675e-08 6.899650e-17 1.538675e-10 displacement 3.950524e-07 4.618758e-12 3.948369e-13 77 Nonlinear solution status: time= 0.573213 stiffness updates = 6 right hand side evaluations = 194 stiffness matrix reformations = 8 step from line search = 0.325514 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.035887e-18 0.000000e+00 energy 1.538675e-08 1.113420e-16 1.538675e-10 displacement 3.950524e-07 1.479836e-11 3.948635e-13 78 Nonlinear solution status: time= 0.573213 stiffness updates = 7 right hand side evaluations = 196 stiffness matrix reformations = 8 step from line search = 0.478533 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.974509e-18 0.000000e+00 energy 1.538675e-08 1.007214e-16 1.538675e-10 displacement 3.950524e-07 2.721825e-12 3.948795e-13 79 Nonlinear solution status: time= 0.573213 stiffness updates = 8 right hand side evaluations = 198 stiffness matrix reformations = 8 step from line search = 0.386547 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 3.156474e-18 0.000000e+00 energy 1.538675e-08 1.220341e-16 1.538675e-10 displacement 3.950524e-07 2.214753e-12 3.948731e-13 80 Nonlinear solution status: time= 0.573213 stiffness updates = 9 right hand side evaluations = 200 stiffness matrix reformations = 8 step from line search = 0.230468 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.544670e-18 0.000000e+00 energy 1.538675e-08 1.338642e-16 1.538675e-10 displacement 3.950524e-07 4.552413e-12 3.948604e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 81 Nonlinear solution status: time= 0.573213 stiffness updates = 0 right hand side evaluations = 202 stiffness matrix reformations = 9 step from line search = 0.407615 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 1.144558e-18 0.000000e+00 energy 1.538675e-08 5.579283e-17 1.538675e-10 displacement 3.950524e-07 5.302973e-12 3.948428e-13 82 Nonlinear solution status: time= 0.573213 stiffness updates = 1 right hand side evaluations = 204 stiffness matrix reformations = 9 step from line search = 0.089356 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 5.982559e-19 0.000000e+00 energy 1.538675e-08 4.198543e-18 1.538675e-10 displacement 3.950524e-07 2.195373e-12 3.948365e-13 83 Nonlinear solution status: time= 0.573213 stiffness updates = 2 right hand side evaluations = 206 stiffness matrix reformations = 9 step from line search = 0.110748 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 3.705146e-19 0.000000e+00 energy 1.538675e-08 1.683833e-17 1.538675e-10 displacement 3.950524e-07 1.110818e-12 3.948344e-13 84 Nonlinear solution status: time= 0.573213 stiffness updates = 3 right hand side evaluations = 209 stiffness matrix reformations = 9 step from line search = 0.125828 convergence norms : INITIAL CURRENT REQUIRED residual 7.116537e-09 2.358359e-19 0.000000e+00 energy 1.538675e-08 1.061107e-17 1.538675e-10 displacement 3.950524e-07 1.314573e-13 3.948340e-13 convergence summary number of iterations : 84 number of reformations : 9 ------- converged at time : 0.573213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 40 : 0.583213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000583213 Setting parameter "scale" to : 0.000583213 Setting parameter "scale" to : 0.000583213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.583213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 1.676082e-16 0.000000e+00 energy 1.528171e-08 3.765108e-13 1.528171e-10 displacement 3.946256e-07 3.946256e-07 3.946256e-13 2 Nonlinear solution status: time= 0.583213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618211 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 4.679498e-17 0.000000e+00 energy 1.528171e-08 1.523820e-14 1.528171e-10 displacement 3.946256e-07 4.684545e-10 3.949060e-13 3 Nonlinear solution status: time= 0.583213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 2.168056e-16 0.000000e+00 energy 1.528171e-08 7.290775e-15 1.528171e-10 displacement 3.946256e-07 8.783860e-11 3.947861e-13 4 Nonlinear solution status: time= 0.583213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.115514 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 1.966038e-16 0.000000e+00 energy 1.528171e-08 3.855484e-15 1.528171e-10 displacement 3.946256e-07 9.736737e-11 3.948918e-13 5 Nonlinear solution status: time= 0.583213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.114622 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 1.314240e-16 0.000000e+00 energy 1.528171e-08 3.255351e-15 1.528171e-10 displacement 3.946256e-07 7.690037e-11 3.951466e-13 6 Nonlinear solution status: time= 0.583213 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.180034 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 9.539365e-17 0.000000e+00 energy 1.528171e-08 2.709518e-16 1.528171e-10 displacement 3.946256e-07 1.561207e-11 3.952279e-13 7 Nonlinear solution status: time= 0.583213 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.259998 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 8.816263e-17 0.000000e+00 energy 1.528171e-08 8.461086e-16 1.528171e-10 displacement 3.946256e-07 5.973871e-11 3.948730e-13 8 Nonlinear solution status: time= 0.583213 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.099615 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 5.392264e-17 0.000000e+00 energy 1.528171e-08 1.203868e-15 1.528171e-10 displacement 3.946256e-07 1.008152e-10 3.945835e-13 9 Nonlinear solution status: time= 0.583213 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.111985 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.595547e-17 0.000000e+00 energy 1.528171e-08 1.740434e-15 1.528171e-10 displacement 3.946256e-07 6.424277e-11 3.944948e-13 10 Nonlinear solution status: time= 0.583213 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.110295 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.424485e-17 0.000000e+00 energy 1.528171e-08 6.609597e-16 1.528171e-10 displacement 3.946256e-07 4.903315e-12 3.944958e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.583213 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.393009 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 1.575240e-17 0.000000e+00 energy 1.528171e-08 4.372766e-16 1.528171e-10 displacement 3.946256e-07 1.353688e-11 3.944494e-13 12 Nonlinear solution status: time= 0.583213 stiffness updates = 1 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.082210 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 9.201856e-18 0.000000e+00 energy 1.528171e-08 1.980756e-16 1.528171e-10 displacement 3.946256e-07 8.256758e-12 3.944258e-13 13 Nonlinear solution status: time= 0.583213 stiffness updates = 2 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.068026 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.418474e-18 0.000000e+00 energy 1.528171e-08 1.214136e-16 1.528171e-10 displacement 3.946256e-07 1.141779e-12 3.944187e-13 14 Nonlinear solution status: time= 0.583213 stiffness updates = 3 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.120408 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.809353e-18 0.000000e+00 energy 1.528171e-08 1.601063e-16 1.528171e-10 displacement 3.946256e-07 1.365132e-12 3.944137e-13 15 Nonlinear solution status: time= 0.583213 stiffness updates = 4 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.227159 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 5.684147e-18 0.000000e+00 energy 1.528171e-08 2.502498e-16 1.528171e-10 displacement 3.946256e-07 3.688601e-12 3.944130e-13 16 Nonlinear solution status: time= 0.583213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.159827 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.934445e-18 0.000000e+00 energy 1.528171e-08 2.371349e-16 1.528171e-10 displacement 3.946256e-07 3.869210e-12 3.944204e-13 17 Nonlinear solution status: time= 0.583213 stiffness updates = 6 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.548157 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 5.275236e-18 0.000000e+00 energy 1.528171e-08 5.058830e-16 1.528171e-10 displacement 3.946256e-07 1.161850e-11 3.944446e-13 18 Nonlinear solution status: time= 0.583213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.316314 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 4.957344e-18 0.000000e+00 energy 1.528171e-08 3.097230e-16 1.528171e-10 displacement 3.946256e-07 5.551405e-12 3.944632e-13 19 Nonlinear solution status: time= 0.583213 stiffness updates = 8 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.352167 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 8.134385e-18 0.000000e+00 energy 1.528171e-08 5.157455e-16 1.528171e-10 displacement 3.946256e-07 9.673759e-12 3.944790e-13 20 Nonlinear solution status: time= 0.583213 stiffness updates = 9 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.180583 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 7.480139e-18 0.000000e+00 energy 1.528171e-08 3.052326e-16 1.528171e-10 displacement 3.946256e-07 4.648225e-12 3.944889e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.583213 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 0.421295 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 5.005767e-18 0.000000e+00 energy 1.528171e-08 1.303136e-16 1.528171e-10 displacement 3.946256e-07 1.513929e-11 3.944409e-13 22 Nonlinear solution status: time= 0.583213 stiffness updates = 1 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.067895 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.460749e-18 0.000000e+00 energy 1.528171e-08 6.768962e-17 1.528171e-10 displacement 3.946256e-07 9.336290e-12 3.944215e-13 23 Nonlinear solution status: time= 0.583213 stiffness updates = 2 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.095325 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 3.986114e-18 0.000000e+00 energy 1.528171e-08 1.611196e-16 1.528171e-10 displacement 3.946256e-07 3.688629e-12 3.944153e-13 24 Nonlinear solution status: time= 0.583213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.039655 convergence norms : INITIAL CURRENT REQUIRED residual 7.023466e-09 1.593163e-18 0.000000e+00 energy 1.528171e-08 3.679027e-17 1.528171e-10 displacement 3.946256e-07 2.356717e-13 3.944146e-13 convergence summary number of iterations : 24 number of reformations : 3 ------- converged at time : 0.583213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 41 : 0.593213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000593213 Setting parameter "scale" to : 0.000593213 Setting parameter "scale" to : 0.000593213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.593213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 2.035407e-16 0.000000e+00 energy 1.517765e-08 3.751518e-13 1.517765e-10 displacement 3.942135e-07 3.942135e-07 3.942135e-13 2 Nonlinear solution status: time= 0.593213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.617857 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.063930e-16 0.000000e+00 energy 1.517765e-08 4.299225e-14 1.517765e-10 displacement 3.942135e-07 1.388218e-09 3.953064e-13 3 Nonlinear solution status: time= 0.593213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.789856e-16 0.000000e+00 energy 1.517765e-08 1.326162e-14 1.517765e-10 displacement 3.942135e-07 1.813577e-10 3.949530e-13 4 Nonlinear solution status: time= 0.593213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.123232 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 4.277586e-16 0.000000e+00 energy 1.517765e-08 1.473331e-14 1.517765e-10 displacement 3.942135e-07 1.874656e-10 3.949944e-13 5 Nonlinear solution status: time= 0.593213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.148987 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.698753e-16 0.000000e+00 energy 1.517765e-08 7.432991e-15 1.517765e-10 displacement 3.942135e-07 1.226789e-10 3.952186e-13 6 Nonlinear solution status: time= 0.593213 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.155253 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.178807e-16 0.000000e+00 energy 1.517765e-08 1.129300e-14 1.517765e-10 displacement 3.942135e-07 8.745890e-11 3.954983e-13 7 Nonlinear solution status: time= 0.593213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.173165 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.958553e-16 0.000000e+00 energy 1.517765e-08 7.126449e-15 1.517765e-10 displacement 3.942135e-07 3.068929e-11 3.954363e-13 8 Nonlinear solution status: time= 0.593213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.164251 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 2.836949e-16 0.000000e+00 energy 1.517765e-08 8.187506e-15 1.517765e-10 displacement 3.942135e-07 1.228272e-10 3.951041e-13 9 Nonlinear solution status: time= 0.593213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.121522 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.569827e-16 0.000000e+00 energy 1.517765e-08 4.159050e-15 1.517765e-10 displacement 3.942135e-07 4.166122e-11 3.949273e-13 10 Nonlinear solution status: time= 0.593213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.239279 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.820199e-16 0.000000e+00 energy 1.517765e-08 7.396464e-15 1.517765e-10 displacement 3.942135e-07 4.611814e-11 3.947429e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.593213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.437485 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 7.286532e-17 0.000000e+00 energy 1.517765e-08 3.548633e-15 1.517765e-10 displacement 3.942135e-07 1.902084e-10 3.942061e-13 12 Nonlinear solution status: time= 0.593213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.093171 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.812637e-17 0.000000e+00 energy 1.517765e-08 2.746475e-16 1.517765e-10 displacement 3.942135e-07 6.644462e-11 3.940421e-13 13 Nonlinear solution status: time= 0.593213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.079019 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 2.053189e-17 0.000000e+00 energy 1.517765e-08 8.108094e-16 1.517765e-10 displacement 3.942135e-07 1.581826e-11 3.940158e-13 14 Nonlinear solution status: time= 0.593213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.107246 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.534459e-17 0.000000e+00 energy 1.517765e-08 8.213635e-16 1.517765e-10 displacement 3.942135e-07 9.031353e-12 3.940249e-13 15 Nonlinear solution status: time= 0.593213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.169382 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.038719e-17 0.000000e+00 energy 1.517765e-08 1.049864e-15 1.517765e-10 displacement 3.942135e-07 1.059085e-11 3.940572e-13 16 Nonlinear solution status: time= 0.593213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.242429 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 2.469530e-17 0.000000e+00 energy 1.517765e-08 1.546439e-15 1.517765e-10 displacement 3.942135e-07 2.278040e-11 3.941376e-13 17 Nonlinear solution status: time= 0.593213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.262486 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 2.876620e-17 0.000000e+00 energy 1.517765e-08 1.609103e-15 1.517765e-10 displacement 3.942135e-07 2.226987e-11 3.942260e-13 18 Nonlinear solution status: time= 0.593213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.249389 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 2.996557e-17 0.000000e+00 energy 1.517765e-08 1.873142e-15 1.517765e-10 displacement 3.942135e-07 3.616368e-11 3.943211e-13 19 Nonlinear solution status: time= 0.593213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.328126 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 4.362815e-17 0.000000e+00 energy 1.517765e-08 3.121949e-15 1.517765e-10 displacement 3.942135e-07 7.060134e-11 3.944256e-13 20 Nonlinear solution status: time= 0.593213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.226885 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 4.621814e-17 0.000000e+00 energy 1.517765e-08 2.564379e-15 1.517765e-10 displacement 3.942135e-07 4.596439e-11 3.945359e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.593213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.418782 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.904002e-17 0.000000e+00 energy 1.517765e-08 1.550183e-15 1.517765e-10 displacement 3.942135e-07 1.345744e-10 3.941460e-13 22 Nonlinear solution status: time= 0.593213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.099475 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.314434e-17 0.000000e+00 energy 1.517765e-08 9.705808e-17 1.517765e-10 displacement 3.942135e-07 3.121735e-11 3.940441e-13 23 Nonlinear solution status: time= 0.593213 stiffness updates = 2 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.110848 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.126466e-17 0.000000e+00 energy 1.517765e-08 4.795788e-16 1.517765e-10 displacement 3.942135e-07 1.733915e-11 3.940099e-13 24 Nonlinear solution status: time= 0.593213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.087603 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 6.679155e-18 0.000000e+00 energy 1.517765e-08 2.914915e-16 1.517765e-10 displacement 3.942135e-07 4.879765e-12 3.940073e-13 25 Nonlinear solution status: time= 0.593213 stiffness updates = 4 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.138159 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.542966e-18 0.000000e+00 energy 1.517765e-08 2.016891e-16 1.517765e-10 displacement 3.942135e-07 2.378559e-12 3.940106e-13 26 Nonlinear solution status: time= 0.593213 stiffness updates = 5 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.271530 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 4.964260e-18 0.000000e+00 energy 1.517765e-08 2.239927e-16 1.517765e-10 displacement 3.942135e-07 2.427302e-12 3.940158e-13 27 Nonlinear solution status: time= 0.593213 stiffness updates = 6 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.242228 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 6.421677e-18 0.000000e+00 energy 1.517765e-08 3.166522e-16 1.517765e-10 displacement 3.942135e-07 6.763972e-12 3.940293e-13 28 Nonlinear solution status: time= 0.593213 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.188654 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 5.807669e-18 0.000000e+00 energy 1.517765e-08 3.477978e-16 1.517765e-10 displacement 3.942135e-07 1.055034e-11 3.940601e-13 29 Nonlinear solution status: time= 0.593213 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.270756 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 9.120283e-18 0.000000e+00 energy 1.517765e-08 5.637902e-16 1.517765e-10 displacement 3.942135e-07 1.143760e-11 3.941037e-13 30 Nonlinear solution status: time= 0.593213 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.149273 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 6.804029e-18 0.000000e+00 energy 1.517765e-08 2.434654e-16 1.517765e-10 displacement 3.942135e-07 3.007614e-12 3.941240e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.593213 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.373618 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 3.254732e-18 0.000000e+00 energy 1.517765e-08 2.680262e-16 1.517765e-10 displacement 3.942135e-07 2.512449e-11 3.940421e-13 32 Nonlinear solution status: time= 0.593213 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.095550 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.826276e-18 0.000000e+00 energy 1.517765e-08 6.511958e-17 1.517765e-10 displacement 3.942135e-07 7.020693e-12 3.940161e-13 33 Nonlinear solution status: time= 0.593213 stiffness updates = 2 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.127070 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.292664e-18 0.000000e+00 energy 1.517765e-08 1.327808e-17 1.517765e-10 displacement 3.942135e-07 1.792643e-12 3.940070e-13 34 Nonlinear solution status: time= 0.593213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.132124 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.479529e-18 0.000000e+00 energy 1.517765e-08 3.861251e-17 1.517765e-10 displacement 3.942135e-07 8.217712e-13 3.940037e-13 35 Nonlinear solution status: time= 0.593213 stiffness updates = 4 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.133762 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.087752e-18 0.000000e+00 energy 1.517765e-08 4.036539e-17 1.517765e-10 displacement 3.942135e-07 6.033260e-13 3.940028e-13 36 Nonlinear solution status: time= 0.593213 stiffness updates = 5 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.110601 convergence norms : INITIAL CURRENT REQUIRED residual 6.931846e-09 1.137653e-18 0.000000e+00 energy 1.517765e-08 2.575065e-17 1.517765e-10 displacement 3.942135e-07 1.350007e-13 3.940032e-13 convergence summary number of iterations : 36 number of reformations : 4 ------- converged at time : 0.593213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 42 : 0.603213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000603213 Setting parameter "scale" to : 0.000603213 Setting parameter "scale" to : 0.000603213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.343094e-16 0.000000e+00 energy 1.507453e-08 3.725206e-13 1.507453e-10 displacement 3.938207e-07 3.938207e-07 3.938207e-13 2 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599823 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.646079e-16 0.000000e+00 energy 1.507453e-08 5.497131e-14 1.507453e-10 displacement 3.938207e-07 2.589082e-09 3.957587e-13 3 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.498162 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 4.391131e-16 0.000000e+00 energy 1.507453e-08 3.716402e-14 1.507453e-10 displacement 3.938207e-07 1.403901e-09 3.995129e-13 4 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.255382 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.770185e-16 0.000000e+00 energy 1.507453e-08 2.279614e-14 1.507453e-10 displacement 3.938207e-07 6.546639e-10 4.027257e-13 5 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.361522 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.038614e-15 0.000000e+00 energy 1.507453e-08 4.888286e-14 1.507453e-10 displacement 3.938207e-07 7.295778e-10 4.045721e-13 6 Nonlinear solution status: time= 0.603213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.125400 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 8.029949e-16 0.000000e+00 energy 1.507453e-08 2.494510e-14 1.507453e-10 displacement 3.938207e-07 4.136370e-10 4.053515e-13 7 Nonlinear solution status: time= 0.603213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.119960 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.304666e-15 0.000000e+00 energy 1.507453e-08 3.281697e-14 1.507453e-10 displacement 3.938207e-07 3.732638e-10 4.047257e-13 8 Nonlinear solution status: time= 0.603213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.061085 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.011785e-15 0.000000e+00 energy 1.507453e-08 7.291765e-15 1.507453e-10 displacement 3.938207e-07 6.971417e-11 4.036895e-13 9 Nonlinear solution status: time= 0.603213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.199406 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.230149e-15 0.000000e+00 energy 1.507453e-08 3.780776e-14 1.507453e-10 displacement 3.938207e-07 1.475350e-09 3.988234e-13 10 Nonlinear solution status: time= 0.603213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.156548 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.053589e-15 0.000000e+00 energy 1.507453e-08 5.431590e-14 1.507453e-10 displacement 3.938207e-07 1.135750e-09 3.964180e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.543039 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.941279e-16 0.000000e+00 energy 1.507453e-08 1.053369e-14 1.507453e-10 displacement 3.938207e-07 1.031933e-09 3.943677e-13 12 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.105471 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.686203e-16 0.000000e+00 energy 1.507453e-08 1.180351e-14 1.507453e-10 displacement 3.938207e-07 5.495006e-10 3.936405e-13 13 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.041964 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.388808e-16 0.000000e+00 energy 1.507453e-08 1.588076e-15 1.507453e-10 displacement 3.938207e-07 7.633983e-11 3.936441e-13 14 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.094258 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.040909e-16 0.000000e+00 energy 1.507453e-08 4.658883e-15 1.507453e-10 displacement 3.938207e-07 1.331818e-10 3.938448e-13 15 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.301904 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.025373e-16 0.000000e+00 energy 1.507453e-08 1.241628e-14 1.507453e-10 displacement 3.938207e-07 8.409848e-10 3.951140e-13 16 Nonlinear solution status: time= 0.603213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.299113 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.086781e-16 0.000000e+00 energy 1.507453e-08 1.975836e-14 1.507453e-10 displacement 3.938207e-07 1.549898e-09 3.988466e-13 17 Nonlinear solution status: time= 0.603213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.328670 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.835202e-16 0.000000e+00 energy 1.507453e-08 1.085311e-14 1.507453e-10 displacement 3.938207e-07 4.670164e-10 4.001064e-13 18 Nonlinear solution status: time= 0.603213 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.276233 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.027547e-16 0.000000e+00 energy 1.507453e-08 7.980433e-15 1.507453e-10 displacement 3.938207e-07 6.970781e-10 3.993094e-13 19 Nonlinear solution status: time= 0.603213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.171350 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.777191e-16 0.000000e+00 energy 1.507453e-08 1.382987e-14 1.507453e-10 displacement 3.938207e-07 1.759703e-09 3.998301e-13 20 Nonlinear solution status: time= 0.603213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.132365 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.145651e-16 0.000000e+00 energy 1.507453e-08 1.450126e-14 1.507453e-10 displacement 3.938207e-07 1.402547e-09 4.025044e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.484538 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.682217e-16 0.000000e+00 energy 1.507453e-08 4.921930e-15 1.507453e-10 displacement 3.938207e-07 2.165976e-09 3.961136e-13 22 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.073811 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.315025e-16 0.000000e+00 energy 1.507453e-08 3.949667e-15 1.507453e-10 displacement 3.938207e-07 1.197046e-09 3.939001e-13 23 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.047051 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 6.217174e-17 0.000000e+00 energy 1.507453e-08 1.178048e-15 1.507453e-10 displacement 3.938207e-07 1.920853e-10 3.936558e-13 24 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.099420 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.874195e-17 0.000000e+00 energy 1.507453e-08 2.499183e-15 1.507453e-10 displacement 3.938207e-07 1.052053e-10 3.936542e-13 25 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.220213 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 7.214833e-17 0.000000e+00 energy 1.507453e-08 3.877949e-15 1.507453e-10 displacement 3.938207e-07 1.576363e-10 3.938518e-13 26 Nonlinear solution status: time= 0.603213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.296876 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 7.134207e-17 0.000000e+00 energy 1.507453e-08 7.404541e-15 1.507453e-10 displacement 3.938207e-07 7.144558e-10 3.950007e-13 27 Nonlinear solution status: time= 0.603213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.334407 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 5.438698e-17 0.000000e+00 energy 1.507453e-08 7.623736e-15 1.507453e-10 displacement 3.938207e-07 5.837452e-10 3.966973e-13 28 Nonlinear solution status: time= 0.603213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.626303 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 8.621181e-17 0.000000e+00 energy 1.507453e-08 4.247788e-15 1.507453e-10 displacement 3.938207e-07 5.118836e-10 3.960755e-13 29 Nonlinear solution status: time= 0.603213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.174179 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 9.442071e-17 0.000000e+00 energy 1.507453e-08 3.250762e-15 1.507453e-10 displacement 3.938207e-07 3.715897e-10 3.956334e-13 30 Nonlinear solution status: time= 0.603213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.129108 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 8.362107e-17 0.000000e+00 energy 1.507453e-08 2.952696e-15 1.507453e-10 displacement 3.938207e-07 2.354119e-10 3.954199e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.380895 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 5.664870e-17 0.000000e+00 energy 1.507453e-08 1.260263e-15 1.507453e-10 displacement 3.938207e-07 3.197819e-10 3.943121e-13 32 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.072735 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 4.858301e-17 0.000000e+00 energy 1.507453e-08 5.235278e-16 1.507453e-10 displacement 3.938207e-07 1.962754e-10 3.937837e-13 33 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.073035 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.761292e-17 0.000000e+00 energy 1.507453e-08 1.638179e-15 1.507453e-10 displacement 3.938207e-07 1.848645e-10 3.936128e-13 34 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.032277 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.633146e-17 0.000000e+00 energy 1.507453e-08 3.355827e-16 1.507453e-10 displacement 3.938207e-07 9.299884e-12 3.936065e-13 35 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.180474 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.204298e-17 0.000000e+00 energy 1.507453e-08 1.122786e-15 1.507453e-10 displacement 3.938207e-07 3.680583e-11 3.936203e-13 36 Nonlinear solution status: time= 0.603213 stiffness updates = 5 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.284676 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.813761e-17 0.000000e+00 energy 1.507453e-08 2.022172e-15 1.507453e-10 displacement 3.938207e-07 1.401872e-10 3.937931e-13 37 Nonlinear solution status: time= 0.603213 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.318899 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.106338e-17 0.000000e+00 energy 1.507453e-08 3.058802e-15 1.507453e-10 displacement 3.938207e-07 3.184739e-10 3.943883e-13 38 Nonlinear solution status: time= 0.603213 stiffness updates = 7 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.600582 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.673439e-17 0.000000e+00 energy 1.507453e-08 1.768606e-15 1.507453e-10 displacement 3.938207e-07 1.349425e-10 3.944508e-13 39 Nonlinear solution status: time= 0.603213 stiffness updates = 8 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.317233 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 4.918134e-17 0.000000e+00 energy 1.507453e-08 2.249508e-15 1.507453e-10 displacement 3.938207e-07 1.613262e-10 3.943243e-13 40 Nonlinear solution status: time= 0.603213 stiffness updates = 9 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.144905 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 4.729612e-17 0.000000e+00 energy 1.507453e-08 2.142492e-15 1.507453e-10 displacement 3.938207e-07 1.242700e-10 3.943183e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.391012 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.125251e-17 0.000000e+00 energy 1.507453e-08 3.563908e-16 1.507453e-10 displacement 3.938207e-07 1.270560e-10 3.938700e-13 42 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.068707 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 2.792239e-17 0.000000e+00 energy 1.507453e-08 7.974313e-16 1.507453e-10 displacement 3.938207e-07 1.173443e-10 3.936418e-13 43 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.039347 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.089821e-17 0.000000e+00 energy 1.507453e-08 7.085449e-17 1.507453e-10 displacement 3.938207e-07 2.774545e-11 3.936011e-13 44 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.075437 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 6.162398e-18 0.000000e+00 energy 1.507453e-08 4.052916e-16 1.507453e-10 displacement 3.938207e-07 1.026716e-11 3.935900e-13 45 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.229695 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 8.280688e-18 0.000000e+00 energy 1.507453e-08 4.448759e-16 1.507453e-10 displacement 3.938207e-07 1.057904e-11 3.935908e-13 46 Nonlinear solution status: time= 0.603213 stiffness updates = 5 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.280563 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 6.656649e-18 0.000000e+00 energy 1.507453e-08 6.475792e-16 1.507453e-10 displacement 3.938207e-07 3.756502e-11 3.936367e-13 47 Nonlinear solution status: time= 0.603213 stiffness updates = 6 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.322570 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 4.919101e-18 0.000000e+00 energy 1.507453e-08 5.176151e-16 1.507453e-10 displacement 3.938207e-07 3.606297e-11 3.937180e-13 48 Nonlinear solution status: time= 0.603213 stiffness updates = 7 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.399895 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 7.570950e-18 0.000000e+00 energy 1.507453e-08 4.448466e-16 1.507453e-10 displacement 3.938207e-07 1.122518e-11 3.937394e-13 49 Nonlinear solution status: time= 0.603213 stiffness updates = 8 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.159523 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 6.595122e-18 0.000000e+00 energy 1.507453e-08 1.609440e-16 1.507453e-10 displacement 3.938207e-07 4.141858e-12 3.937228e-13 50 Nonlinear solution status: time= 0.603213 stiffness updates = 9 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.182727 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 8.913647e-18 0.000000e+00 energy 1.507453e-08 2.409776e-16 1.507453e-10 displacement 3.938207e-07 1.155789e-11 3.936763e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.284658 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 5.076920e-18 0.000000e+00 energy 1.507453e-08 2.057470e-16 1.507453e-10 displacement 3.938207e-07 1.086336e-11 3.936325e-13 52 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.090698 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 6.076019e-18 0.000000e+00 energy 1.507453e-08 1.811491e-16 1.507453e-10 displacement 3.938207e-07 1.133002e-11 3.936060e-13 53 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.067924 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 3.529388e-18 0.000000e+00 energy 1.507453e-08 6.183313e-17 1.507453e-10 displacement 3.938207e-07 4.831758e-12 3.935981e-13 54 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.076159 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.926723e-18 0.000000e+00 energy 1.507453e-08 6.281861e-17 1.507453e-10 displacement 3.938207e-07 1.983974e-12 3.935931e-13 55 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.157908 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.039383e-18 0.000000e+00 energy 1.507453e-08 7.130120e-17 1.507453e-10 displacement 3.938207e-07 2.203468e-12 3.935881e-13 56 Nonlinear solution status: time= 0.603213 stiffness updates = 5 right hand side evaluations = 143 stiffness matrix reformations = 6 step from line search = 0.273391 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.247072e-18 0.000000e+00 energy 1.507453e-08 7.583404e-17 1.507453e-10 displacement 3.938207e-07 2.667388e-12 3.935870e-13 57 Nonlinear solution status: time= 0.603213 stiffness updates = 6 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.279318 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.535785e-18 0.000000e+00 energy 1.507453e-08 8.165169e-17 1.507453e-10 displacement 3.938207e-07 3.805930e-12 3.935925e-13 58 Nonlinear solution status: time= 0.603213 stiffness updates = 7 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.235972 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.515617e-18 0.000000e+00 energy 1.507453e-08 8.818124e-17 1.507453e-10 displacement 3.938207e-07 4.433971e-12 3.936060e-13 59 Nonlinear solution status: time= 0.603213 stiffness updates = 8 right hand side evaluations = 152 stiffness matrix reformations = 6 step from line search = 0.230466 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.578105e-18 0.000000e+00 energy 1.507453e-08 8.160548e-17 1.507453e-10 displacement 3.938207e-07 3.796259e-12 3.936239e-13 60 Nonlinear solution status: time= 0.603213 stiffness updates = 9 right hand side evaluations = 155 stiffness matrix reformations = 6 step from line search = 0.194990 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 8.954045e-19 0.000000e+00 energy 1.507453e-08 5.482210e-17 1.507453e-10 displacement 3.938207e-07 1.579080e-12 3.936344e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.603213 stiffness updates = 0 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.308618 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.103456e-18 0.000000e+00 energy 1.507453e-08 1.755169e-17 1.507453e-10 displacement 3.938207e-07 7.058037e-12 3.936091e-13 62 Nonlinear solution status: time= 0.603213 stiffness updates = 1 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.073819 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.331731e-18 0.000000e+00 energy 1.507453e-08 1.117924e-17 1.507453e-10 displacement 3.938207e-07 6.627833e-12 3.935964e-13 63 Nonlinear solution status: time= 0.603213 stiffness updates = 2 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.080501 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 1.219584e-18 0.000000e+00 energy 1.507453e-08 4.328604e-17 1.507453e-10 displacement 3.938207e-07 3.592803e-12 3.935933e-13 64 Nonlinear solution status: time= 0.603213 stiffness updates = 3 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.073348 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 7.412221e-19 0.000000e+00 energy 1.507453e-08 1.618377e-17 1.507453e-10 displacement 3.938207e-07 4.974705e-13 3.935926e-13 65 Nonlinear solution status: time= 0.603213 stiffness updates = 4 right hand side evaluations = 167 stiffness matrix reformations = 7 step from line search = 0.097801 convergence norms : INITIAL CURRENT REQUIRED residual 6.841651e-09 5.056150e-19 0.000000e+00 energy 1.507453e-08 1.860318e-17 1.507453e-10 displacement 3.938207e-07 1.822603e-13 3.935914e-13 convergence summary number of iterations : 65 number of reformations : 7 ------- converged at time : 0.603213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 43 : 0.613213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000613213 Setting parameter "scale" to : 0.000613213 Setting parameter "scale" to : 0.000613213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.613213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.784417e-16 0.000000e+00 energy 1.497236e-08 3.657182e-13 1.497236e-10 displacement 3.933811e-07 3.933811e-07 3.933811e-13 2 Nonlinear solution status: time= 0.613213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614097 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 8.027398e-17 0.000000e+00 energy 1.497236e-08 1.642670e-14 1.497236e-10 displacement 3.933811e-07 4.610625e-10 3.936464e-13 3 Nonlinear solution status: time= 0.613213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.465933 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.136954e-16 0.000000e+00 energy 1.497236e-08 4.650393e-15 1.497236e-10 displacement 3.933811e-07 3.767161e-11 3.936469e-13 4 Nonlinear solution status: time= 0.613213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.189547 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.037214e-16 0.000000e+00 energy 1.497236e-08 4.945298e-15 1.497236e-10 displacement 3.933811e-07 9.372341e-11 3.936949e-13 5 Nonlinear solution status: time= 0.613213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.168236 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.050486e-16 0.000000e+00 energy 1.497236e-08 6.063742e-15 1.497236e-10 displacement 3.933811e-07 1.663489e-10 3.939882e-13 6 Nonlinear solution status: time= 0.613213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.140922 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.297436e-16 0.000000e+00 energy 1.497236e-08 5.589883e-15 1.497236e-10 displacement 3.933811e-07 8.139673e-11 3.943254e-13 7 Nonlinear solution status: time= 0.613213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.163640 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.632382e-16 0.000000e+00 energy 1.497236e-08 5.490848e-15 1.497236e-10 displacement 3.933811e-07 3.114231e-11 3.944486e-13 8 Nonlinear solution status: time= 0.613213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.128989 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.819793e-16 0.000000e+00 energy 1.497236e-08 4.350638e-15 1.497236e-10 displacement 3.933811e-07 2.329805e-11 3.942546e-13 9 Nonlinear solution status: time= 0.613213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.174171 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.390633e-16 0.000000e+00 energy 1.497236e-08 6.543104e-15 1.497236e-10 displacement 3.933811e-07 1.787952e-10 3.937587e-13 10 Nonlinear solution status: time= 0.613213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.130106 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.269150e-16 0.000000e+00 energy 1.497236e-08 3.011598e-15 1.497236e-10 displacement 3.933811e-07 4.596343e-11 3.936214e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.613213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.453141 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 5.463054e-17 0.000000e+00 energy 1.497236e-08 1.733248e-15 1.497236e-10 displacement 3.933811e-07 1.101892e-10 3.933129e-13 12 Nonlinear solution status: time= 0.613213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.092499 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 3.259057e-17 0.000000e+00 energy 1.497236e-08 5.214365e-16 1.497236e-10 displacement 3.933811e-07 5.166480e-11 3.932011e-13 13 Nonlinear solution status: time= 0.613213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.074748 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.116057e-17 0.000000e+00 energy 1.497236e-08 3.389685e-16 1.497236e-10 displacement 3.933811e-07 1.009039e-11 3.931790e-13 14 Nonlinear solution status: time= 0.613213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.137870 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 9.661514e-18 0.000000e+00 energy 1.497236e-08 4.735493e-16 1.497236e-10 displacement 3.933811e-07 3.828003e-12 3.931730e-13 15 Nonlinear solution status: time= 0.613213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.203550 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 9.281927e-18 0.000000e+00 energy 1.497236e-08 5.358964e-16 1.497236e-10 displacement 3.933811e-07 1.067677e-11 3.931790e-13 16 Nonlinear solution status: time= 0.613213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.223088 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.146597e-17 0.000000e+00 energy 1.497236e-08 5.675648e-16 1.497236e-10 displacement 3.933811e-07 1.381564e-11 3.932086e-13 17 Nonlinear solution status: time= 0.613213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.255801 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.204225e-17 0.000000e+00 energy 1.497236e-08 5.898333e-16 1.497236e-10 displacement 3.933811e-07 2.140454e-11 3.932732e-13 18 Nonlinear solution status: time= 0.613213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.263947 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.129632e-17 0.000000e+00 energy 1.497236e-08 4.739185e-16 1.497236e-10 displacement 3.933811e-07 1.453927e-11 3.933358e-13 19 Nonlinear solution status: time= 0.613213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.270908 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.456463e-17 0.000000e+00 energy 1.497236e-08 9.638326e-16 1.497236e-10 displacement 3.933811e-07 1.698739e-11 3.933844e-13 20 Nonlinear solution status: time= 0.613213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.185556 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.503412e-17 0.000000e+00 energy 1.497236e-08 7.002094e-16 1.497236e-10 displacement 3.933811e-07 1.100219e-11 3.934019e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.613213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.328589 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 8.557027e-18 0.000000e+00 energy 1.497236e-08 3.117977e-16 1.497236e-10 displacement 3.933811e-07 3.394446e-11 3.932688e-13 22 Nonlinear solution status: time= 0.613213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.086415 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 7.995645e-18 0.000000e+00 energy 1.497236e-08 1.058012e-16 1.497236e-10 displacement 3.933811e-07 2.831306e-11 3.931973e-13 23 Nonlinear solution status: time= 0.613213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.091594 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.005786e-17 0.000000e+00 energy 1.497236e-08 4.099757e-16 1.497236e-10 displacement 3.933811e-07 1.776055e-11 3.931760e-13 24 Nonlinear solution status: time= 0.613213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.053499 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 5.037845e-18 0.000000e+00 energy 1.497236e-08 1.248562e-16 1.497236e-10 displacement 3.933811e-07 1.934282e-12 3.931742e-13 25 Nonlinear solution status: time= 0.613213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.074008 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 3.482190e-18 0.000000e+00 energy 1.497236e-08 8.894884e-17 1.497236e-10 displacement 3.933811e-07 1.051342e-12 3.931719e-13 26 Nonlinear solution status: time= 0.613213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.284951 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 6.222620e-18 0.000000e+00 energy 1.497236e-08 3.213374e-16 1.497236e-10 displacement 3.933811e-07 1.315813e-11 3.931777e-13 27 Nonlinear solution status: time= 0.613213 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.304157 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 5.645484e-18 0.000000e+00 energy 1.497236e-08 5.860174e-16 1.497236e-10 displacement 3.933811e-07 5.370984e-11 3.932667e-13 28 Nonlinear solution status: time= 0.613213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.496622 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 7.965535e-18 0.000000e+00 energy 1.497236e-08 6.760949e-16 1.497236e-10 displacement 3.933811e-07 1.839792e-11 3.933499e-13 29 Nonlinear solution status: time= 0.613213 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.291182 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 6.845407e-18 0.000000e+00 energy 1.497236e-08 3.834053e-16 1.497236e-10 displacement 3.933811e-07 6.824903e-12 3.933567e-13 30 Nonlinear solution status: time= 0.613213 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.285494 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 9.077617e-18 0.000000e+00 energy 1.497236e-08 4.123677e-16 1.497236e-10 displacement 3.933811e-07 2.410654e-11 3.933095e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.613213 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.374057 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 6.935156e-18 0.000000e+00 energy 1.497236e-08 9.614294e-17 1.497236e-10 displacement 3.933811e-07 2.572149e-11 3.932222e-13 32 Nonlinear solution status: time= 0.613213 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.067010 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 5.959680e-18 0.000000e+00 energy 1.497236e-08 5.995609e-17 1.497236e-10 displacement 3.933811e-07 1.866916e-11 3.931832e-13 33 Nonlinear solution status: time= 0.613213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.080920 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 4.572598e-18 0.000000e+00 energy 1.497236e-08 1.595476e-16 1.497236e-10 displacement 3.933811e-07 8.213582e-12 3.931740e-13 34 Nonlinear solution status: time= 0.613213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.053144 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.546676e-18 0.000000e+00 energy 1.497236e-08 5.494146e-17 1.497236e-10 displacement 3.933811e-07 7.855416e-13 3.931727e-13 35 Nonlinear solution status: time= 0.613213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.167829 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.904761e-18 0.000000e+00 energy 1.497236e-08 1.013319e-16 1.497236e-10 displacement 3.933811e-07 2.252704e-12 3.931725e-13 36 Nonlinear solution status: time= 0.613213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.274225 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.545828e-18 0.000000e+00 energy 1.497236e-08 1.854047e-16 1.497236e-10 displacement 3.933811e-07 1.178795e-11 3.931876e-13 37 Nonlinear solution status: time= 0.613213 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.332343 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.563456e-18 0.000000e+00 energy 1.497236e-08 2.284956e-16 1.497236e-10 displacement 3.933811e-07 1.828041e-11 3.932354e-13 38 Nonlinear solution status: time= 0.613213 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.532358 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.847348e-18 0.000000e+00 energy 1.497236e-08 1.266662e-16 1.497236e-10 displacement 3.933811e-07 2.161378e-12 3.932315e-13 39 Nonlinear solution status: time= 0.613213 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.211786 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 4.968219e-18 0.000000e+00 energy 1.497236e-08 2.219050e-16 1.497236e-10 displacement 3.933811e-07 4.556827e-12 3.932172e-13 40 Nonlinear solution status: time= 0.613213 stiffness updates = 9 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.155534 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 4.430106e-18 0.000000e+00 energy 1.497236e-08 2.022298e-16 1.497236e-10 displacement 3.933811e-07 5.359393e-12 3.932081e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.613213 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.382867 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 2.836129e-18 0.000000e+00 energy 1.497236e-08 4.031627e-17 1.497236e-10 displacement 3.933811e-07 8.003369e-12 3.931844e-13 42 Nonlinear solution status: time= 0.613213 stiffness updates = 1 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.072870 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 3.649881e-18 0.000000e+00 energy 1.497236e-08 9.510151e-17 1.497236e-10 displacement 3.933811e-07 7.423474e-12 3.931751e-13 43 Nonlinear solution status: time= 0.613213 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.054804 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.543965e-18 0.000000e+00 energy 1.497236e-08 2.302641e-17 1.497236e-10 displacement 3.933811e-07 1.187846e-12 3.931742e-13 44 Nonlinear solution status: time= 0.613213 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.063967 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 8.655601e-19 0.000000e+00 energy 1.497236e-08 3.614441e-17 1.497236e-10 displacement 3.933811e-07 4.794418e-13 3.931729e-13 45 Nonlinear solution status: time= 0.613213 stiffness updates = 4 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.187066 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.297202e-18 0.000000e+00 energy 1.497236e-08 5.807549e-17 1.497236e-10 displacement 3.933811e-07 1.847784e-12 3.931728e-13 46 Nonlinear solution status: time= 0.613213 stiffness updates = 5 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.263593 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.342610e-18 0.000000e+00 energy 1.497236e-08 8.860711e-17 1.497236e-10 displacement 3.933811e-07 5.216642e-12 3.931806e-13 47 Nonlinear solution status: time= 0.613213 stiffness updates = 6 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.336472 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 8.219846e-19 0.000000e+00 energy 1.497236e-08 1.017779e-16 1.497236e-10 displacement 3.933811e-07 6.872310e-12 3.931994e-13 48 Nonlinear solution status: time= 0.613213 stiffness updates = 7 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.280490 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 8.142306e-19 0.000000e+00 energy 1.497236e-08 3.576119e-17 1.497236e-10 displacement 3.933811e-07 6.354886e-13 3.932008e-13 49 Nonlinear solution status: time= 0.613213 stiffness updates = 8 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.322841 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.626979e-18 0.000000e+00 energy 1.497236e-08 7.282544e-17 1.497236e-10 displacement 3.933811e-07 3.289418e-12 3.931931e-13 50 Nonlinear solution status: time= 0.613213 stiffness updates = 9 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.171379 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.361954e-18 0.000000e+00 energy 1.497236e-08 4.565776e-17 1.497236e-10 displacement 3.933811e-07 2.968544e-12 3.931890e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.613213 stiffness updates = 0 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.325239 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.164998e-18 0.000000e+00 energy 1.497236e-08 6.921529e-20 1.497236e-10 displacement 3.933811e-07 2.676134e-12 3.931799e-13 52 Nonlinear solution status: time= 0.613213 stiffness updates = 1 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.088698 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 1.085414e-18 0.000000e+00 energy 1.497236e-08 1.054918e-17 1.497236e-10 displacement 3.933811e-07 2.647680e-12 3.931750e-13 53 Nonlinear solution status: time= 0.613213 stiffness updates = 2 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.087994 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 7.163747e-19 0.000000e+00 energy 1.497236e-08 2.895321e-17 1.497236e-10 displacement 3.933811e-07 1.442070e-12 3.931732e-13 54 Nonlinear solution status: time= 0.613213 stiffness updates = 3 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.037842 convergence norms : INITIAL CURRENT REQUIRED residual 6.752855e-09 3.386895e-19 0.000000e+00 energy 1.497236e-08 5.144351e-18 1.497236e-10 displacement 3.933811e-07 1.213908e-13 3.931729e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.613213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 44 : 0.623213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000623213 Setting parameter "scale" to : 0.000623213 Setting parameter "scale" to : 0.000623213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.631600e-16 0.000000e+00 energy 1.487113e-08 3.610017e-13 1.487113e-10 displacement 3.929677e-07 3.929677e-07 3.929677e-13 2 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.619094 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 4.578448e-17 0.000000e+00 energy 1.487113e-08 6.433662e-15 1.487113e-10 displacement 3.929677e-07 1.068573e-10 3.929292e-13 3 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.588641 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 4.643139e-17 0.000000e+00 energy 1.487113e-08 1.464798e-15 1.487113e-10 displacement 3.929677e-07 1.129598e-11 3.928846e-13 4 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.278983 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.011699e-16 0.000000e+00 energy 1.487113e-08 3.801300e-15 1.487113e-10 displacement 3.929677e-07 3.445840e-11 3.928578e-13 5 Nonlinear solution status: time= 0.623213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.167856 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.372505e-16 0.000000e+00 energy 1.487113e-08 3.203130e-15 1.487113e-10 displacement 3.929677e-07 3.700094e-11 3.929099e-13 6 Nonlinear solution status: time= 0.623213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.194215 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.204299e-16 0.000000e+00 energy 1.487113e-08 1.352054e-15 1.487113e-10 displacement 3.929677e-07 1.711406e-11 3.929799e-13 7 Nonlinear solution status: time= 0.623213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.157881 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.229540e-16 0.000000e+00 energy 1.487113e-08 8.095977e-16 1.487113e-10 displacement 3.929677e-07 4.899916e-12 3.929656e-13 8 Nonlinear solution status: time= 0.623213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.166167 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 5.529921e-17 0.000000e+00 energy 1.487113e-08 8.702281e-16 1.487113e-10 displacement 3.929677e-07 2.514852e-11 3.929065e-13 9 Nonlinear solution status: time= 0.623213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.132355 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 3.468120e-17 0.000000e+00 energy 1.487113e-08 1.600029e-15 1.487113e-10 displacement 3.929677e-07 2.520354e-11 3.928850e-13 10 Nonlinear solution status: time= 0.623213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.096172 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 4.038119e-17 0.000000e+00 energy 1.487113e-08 7.698717e-16 1.487113e-10 displacement 3.929677e-07 5.228488e-12 3.928908e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.422083 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.855172e-17 0.000000e+00 energy 1.487113e-08 4.095768e-16 1.487113e-10 displacement 3.929677e-07 2.153584e-11 3.928130e-13 12 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.081894 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.299538e-17 0.000000e+00 energy 1.487113e-08 4.530527e-16 1.487113e-10 displacement 3.929677e-07 1.886789e-11 3.927704e-13 13 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.055731 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 7.671420e-18 0.000000e+00 energy 1.487113e-08 2.678777e-16 1.487113e-10 displacement 3.929677e-07 1.927295e-12 3.927624e-13 14 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.164471 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 7.981401e-18 0.000000e+00 energy 1.487113e-08 3.711026e-16 1.487113e-10 displacement 3.929677e-07 3.774353e-12 3.927568e-13 15 Nonlinear solution status: time= 0.623213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.256192 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.206252e-17 0.000000e+00 energy 1.487113e-08 6.058735e-16 1.487113e-10 displacement 3.929677e-07 1.151797e-11 3.927627e-13 16 Nonlinear solution status: time= 0.623213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.282265 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.381383e-17 0.000000e+00 energy 1.487113e-08 1.028015e-15 1.487113e-10 displacement 3.929677e-07 4.780775e-11 3.928331e-13 17 Nonlinear solution status: time= 0.623213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.288110 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.240107e-17 0.000000e+00 energy 1.487113e-08 8.989853e-16 1.487113e-10 displacement 3.929677e-07 3.384879e-11 3.929398e-13 18 Nonlinear solution status: time= 0.623213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.292568 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.010958e-17 0.000000e+00 energy 1.487113e-08 8.211191e-16 1.487113e-10 displacement 3.929677e-07 3.197129e-11 3.930518e-13 19 Nonlinear solution status: time= 0.623213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.317693 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.858693e-17 0.000000e+00 energy 1.487113e-08 1.234645e-15 1.487113e-10 displacement 3.929677e-07 3.319804e-11 3.930976e-13 20 Nonlinear solution status: time= 0.623213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.170885 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.191759e-17 0.000000e+00 energy 1.487113e-08 4.161884e-16 1.487113e-10 displacement 3.929677e-07 2.239789e-11 3.930885e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.393017 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 9.482365e-18 0.000000e+00 energy 1.487113e-08 2.766461e-16 1.487113e-10 displacement 3.929677e-07 5.114513e-11 3.928887e-13 22 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.062441 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 9.968208e-18 0.000000e+00 energy 1.487113e-08 1.778183e-16 1.487113e-10 displacement 3.929677e-07 4.134515e-11 3.927876e-13 23 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.081048 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.043307e-17 0.000000e+00 energy 1.487113e-08 5.122898e-16 1.487113e-10 displacement 3.929677e-07 2.409808e-11 3.927616e-13 24 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.030662 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 5.358894e-18 0.000000e+00 energy 1.487113e-08 9.428502e-17 1.487113e-10 displacement 3.929677e-07 9.339216e-13 3.927614e-13 25 Nonlinear solution status: time= 0.623213 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.201907 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 8.052321e-18 0.000000e+00 energy 1.487113e-08 3.849825e-16 1.487113e-10 displacement 3.929677e-07 6.359133e-12 3.927646e-13 26 Nonlinear solution status: time= 0.623213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.328889 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.302676e-17 0.000000e+00 energy 1.487113e-08 7.953882e-16 1.487113e-10 displacement 3.929677e-07 5.368507e-11 3.928245e-13 27 Nonlinear solution status: time= 0.623213 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.309564 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 8.749541e-18 0.000000e+00 energy 1.487113e-08 1.057495e-15 1.487113e-10 displacement 3.929677e-07 6.732443e-11 3.929924e-13 28 Nonlinear solution status: time= 0.623213 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.470489 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.318402e-17 0.000000e+00 energy 1.487113e-08 8.204023e-16 1.487113e-10 displacement 3.929677e-07 1.292718e-11 3.930160e-13 29 Nonlinear solution status: time= 0.623213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.158574 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.906027e-17 0.000000e+00 energy 1.487113e-08 6.280587e-16 1.487113e-10 displacement 3.929677e-07 9.550873e-12 3.929864e-13 30 Nonlinear solution status: time= 0.623213 stiffness updates = 9 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.164378 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.459382e-17 0.000000e+00 energy 1.487113e-08 1.053120e-15 1.487113e-10 displacement 3.929677e-07 3.161366e-11 3.929384e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.374936 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.451036e-17 0.000000e+00 energy 1.487113e-08 2.397153e-16 1.487113e-10 displacement 3.929677e-07 2.870891e-11 3.928314e-13 32 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.068774 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.152692e-17 0.000000e+00 energy 1.487113e-08 8.444615e-16 1.487113e-10 displacement 3.929677e-07 3.498414e-11 3.927708e-13 33 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.035296 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 9.087373e-18 0.000000e+00 energy 1.487113e-08 5.552988e-17 1.487113e-10 displacement 3.929677e-07 5.453632e-12 3.927631e-13 34 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.054075 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 5.682493e-18 0.000000e+00 energy 1.487113e-08 3.190630e-16 1.487113e-10 displacement 3.929677e-07 4.296608e-12 3.927626e-13 35 Nonlinear solution status: time= 0.623213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.221726 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 9.301331e-18 0.000000e+00 energy 1.487113e-08 4.817935e-16 1.487113e-10 displacement 3.929677e-07 1.329070e-11 3.927762e-13 36 Nonlinear solution status: time= 0.623213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.303182 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.117061e-17 0.000000e+00 energy 1.487113e-08 9.588928e-16 1.487113e-10 displacement 3.929677e-07 7.264910e-11 3.928866e-13 37 Nonlinear solution status: time= 0.623213 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.287708 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 7.924509e-18 0.000000e+00 energy 1.487113e-08 1.145515e-15 1.487113e-10 displacement 3.929677e-07 6.764760e-11 3.930880e-13 38 Nonlinear solution status: time= 0.623213 stiffness updates = 7 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.329551 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 9.094595e-18 0.000000e+00 energy 1.487113e-08 7.195747e-16 1.487113e-10 displacement 3.929677e-07 2.207633e-11 3.931543e-13 39 Nonlinear solution status: time= 0.623213 stiffness updates = 8 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.368978 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.989140e-17 0.000000e+00 energy 1.487113e-08 1.176249e-15 1.487113e-10 displacement 3.929677e-07 8.818450e-11 3.931257e-13 40 Nonlinear solution status: time= 0.623213 stiffness updates = 9 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.163767 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.178916e-17 0.000000e+00 energy 1.487113e-08 6.208916e-16 1.487113e-10 displacement 3.929677e-07 4.315535e-11 3.931292e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.378065 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 9.799980e-18 0.000000e+00 energy 1.487113e-08 9.460724e-17 1.487113e-10 displacement 3.929677e-07 5.514947e-11 3.929071e-13 42 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.060522 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.065183e-17 0.000000e+00 energy 1.487113e-08 1.800092e-16 1.487113e-10 displacement 3.929677e-07 5.440808e-11 3.927866e-13 43 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.037502 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 4.393375e-18 0.000000e+00 energy 1.487113e-08 1.142711e-16 1.487113e-10 displacement 3.929677e-07 1.404173e-11 3.927638e-13 44 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.069789 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.811065e-18 0.000000e+00 energy 1.487113e-08 1.261225e-16 1.487113e-10 displacement 3.929677e-07 6.203611e-12 3.927614e-13 45 Nonlinear solution status: time= 0.623213 stiffness updates = 4 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.183330 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.881823e-18 0.000000e+00 energy 1.487113e-08 1.743284e-16 1.487113e-10 displacement 3.929677e-07 8.048541e-12 3.927725e-13 46 Nonlinear solution status: time= 0.623213 stiffness updates = 5 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.265276 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 3.918067e-18 0.000000e+00 energy 1.487113e-08 2.774138e-16 1.487113e-10 displacement 3.929677e-07 2.422870e-11 3.928239e-13 47 Nonlinear solution status: time= 0.623213 stiffness updates = 6 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.303823 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.654746e-18 0.000000e+00 energy 1.487113e-08 3.651781e-16 1.487113e-10 displacement 3.929677e-07 3.529864e-11 3.929349e-13 48 Nonlinear solution status: time= 0.623213 stiffness updates = 7 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.327964 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 3.780532e-18 0.000000e+00 energy 1.487113e-08 2.205888e-16 1.487113e-10 displacement 3.929677e-07 7.184088e-12 3.929667e-13 49 Nonlinear solution status: time= 0.623213 stiffness updates = 8 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.292046 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 8.605169e-18 0.000000e+00 energy 1.487113e-08 5.073116e-16 1.487113e-10 displacement 3.929677e-07 1.893208e-11 3.929608e-13 50 Nonlinear solution status: time= 0.623213 stiffness updates = 9 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.136203 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 4.353612e-18 0.000000e+00 energy 1.487113e-08 1.911059e-16 1.487113e-10 displacement 3.929677e-07 7.415503e-12 3.929404e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.326623 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 5.487421e-18 0.000000e+00 energy 1.487113e-08 8.125006e-17 1.487113e-10 displacement 3.929677e-07 2.340641e-11 3.928386e-13 52 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.058380 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 5.047939e-18 0.000000e+00 energy 1.487113e-08 6.609326e-18 1.487113e-10 displacement 3.929677e-07 2.811456e-11 3.927763e-13 53 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.042757 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.243241e-18 0.000000e+00 energy 1.487113e-08 7.271351e-17 1.487113e-10 displacement 3.929677e-07 1.076034e-11 3.927632e-13 54 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.062910 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.055698e-18 0.000000e+00 energy 1.487113e-08 4.236712e-17 1.487113e-10 displacement 3.929677e-07 1.170788e-12 3.927613e-13 55 Nonlinear solution status: time= 0.623213 stiffness updates = 4 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.070580 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 7.296754e-19 0.000000e+00 energy 1.487113e-08 3.093287e-17 1.487113e-10 displacement 3.929677e-07 6.762783e-13 3.927613e-13 56 Nonlinear solution status: time= 0.623213 stiffness updates = 5 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.287544 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.040028e-18 0.000000e+00 energy 1.487113e-08 7.000648e-17 1.487113e-10 displacement 3.929677e-07 5.843386e-12 3.927684e-13 57 Nonlinear solution status: time= 0.623213 stiffness updates = 6 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.300305 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 8.545187e-19 0.000000e+00 energy 1.487113e-08 9.928343e-17 1.487113e-10 displacement 3.929677e-07 1.178830e-11 3.927976e-13 58 Nonlinear solution status: time= 0.623213 stiffness updates = 7 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.319008 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 8.078500e-19 0.000000e+00 energy 1.487113e-08 6.977150e-17 1.487113e-10 displacement 3.929677e-07 3.024745e-12 3.928188e-13 59 Nonlinear solution status: time= 0.623213 stiffness updates = 8 right hand side evaluations = 152 stiffness matrix reformations = 6 step from line search = 0.450269 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.053695e-18 0.000000e+00 energy 1.487113e-08 9.479711e-17 1.487113e-10 displacement 3.929677e-07 2.186679e-12 3.928156e-13 60 Nonlinear solution status: time= 0.623213 stiffness updates = 9 right hand side evaluations = 154 stiffness matrix reformations = 6 step from line search = 0.271821 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.655537e-18 0.000000e+00 energy 1.487113e-08 7.851806e-17 1.487113e-10 displacement 3.929677e-07 3.704289e-12 3.927978e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.623213 stiffness updates = 0 right hand side evaluations = 156 stiffness matrix reformations = 7 step from line search = 0.341263 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.107892e-18 0.000000e+00 energy 1.487113e-08 2.585110e-17 1.487113e-10 displacement 3.929677e-07 5.918225e-12 3.927758e-13 62 Nonlinear solution status: time= 0.623213 stiffness updates = 1 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.064366 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 2.170090e-18 0.000000e+00 energy 1.487113e-08 3.293325e-17 1.487113e-10 displacement 3.929677e-07 7.227270e-12 3.927641e-13 63 Nonlinear solution status: time= 0.623213 stiffness updates = 2 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.047533 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 1.012327e-18 0.000000e+00 energy 1.487113e-08 1.308469e-17 1.487113e-10 displacement 3.929677e-07 1.395128e-12 3.927624e-13 64 Nonlinear solution status: time= 0.623213 stiffness updates = 3 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.050960 convergence norms : INITIAL CURRENT REQUIRED residual 6.665432e-09 4.699605e-19 0.000000e+00 energy 1.487113e-08 1.444835e-17 1.487113e-10 displacement 3.929677e-07 2.023777e-13 3.927618e-13 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.623213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 45 : 0.633213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000633213 Setting parameter "scale" to : 0.000633213 Setting parameter "scale" to : 0.000633213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.633213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.562966e-16 0.000000e+00 energy 1.477088e-08 3.576013e-13 1.477088e-10 displacement 3.925569e-07 3.925569e-07 3.925569e-13 2 Nonlinear solution status: time= 0.633213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.622007 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 3.359697e-17 0.000000e+00 energy 1.477088e-08 2.570174e-15 1.477088e-10 displacement 3.925569e-07 6.967421e-11 3.924919e-13 3 Nonlinear solution status: time= 0.633213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.315809 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.366351e-17 0.000000e+00 energy 1.477088e-08 7.990727e-16 1.477088e-10 displacement 3.925569e-07 1.260924e-11 3.924518e-13 4 Nonlinear solution status: time= 0.633213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.214061 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 2.894990e-17 0.000000e+00 energy 1.477088e-08 1.065578e-15 1.477088e-10 displacement 3.925569e-07 4.398242e-11 3.924313e-13 5 Nonlinear solution status: time= 0.633213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.194868 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 5.560090e-17 0.000000e+00 energy 1.477088e-08 1.302993e-15 1.477088e-10 displacement 3.925569e-07 1.058741e-10 3.925748e-13 6 Nonlinear solution status: time= 0.633213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.216539 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 7.085425e-17 0.000000e+00 energy 1.477088e-08 8.478211e-16 1.477088e-10 displacement 3.925569e-07 4.623477e-11 3.927702e-13 7 Nonlinear solution status: time= 0.633213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.202733 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 5.304911e-17 0.000000e+00 energy 1.477088e-08 1.513638e-17 1.477088e-10 displacement 3.925569e-07 4.625633e-12 3.927535e-13 8 Nonlinear solution status: time= 0.633213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.135876 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 3.188918e-17 0.000000e+00 energy 1.477088e-08 1.815294e-16 1.477088e-10 displacement 3.925569e-07 1.661090e-11 3.926412e-13 9 Nonlinear solution status: time= 0.633213 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.059740 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 6.093636e-17 0.000000e+00 energy 1.477088e-08 5.490636e-16 1.477088e-10 displacement 3.925569e-07 1.137262e-11 3.925642e-13 10 Nonlinear solution status: time= 0.633213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.123385 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 2.961420e-17 0.000000e+00 energy 1.477088e-08 6.138878e-16 1.477088e-10 displacement 3.925569e-07 5.149821e-11 3.924712e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.633213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.619467 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 7.067503e-18 0.000000e+00 energy 1.477088e-08 2.089541e-16 1.477088e-10 displacement 3.925569e-07 4.076977e-11 3.923736e-13 12 Nonlinear solution status: time= 0.633213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.094220 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 4.751526e-18 0.000000e+00 energy 1.477088e-08 3.535012e-16 1.477088e-10 displacement 3.925569e-07 1.458184e-11 3.923521e-13 13 Nonlinear solution status: time= 0.633213 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.054116 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 2.957660e-18 0.000000e+00 energy 1.477088e-08 9.242210e-17 1.477088e-10 displacement 3.925569e-07 8.313662e-13 3.923511e-13 14 Nonlinear solution status: time= 0.633213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.267874 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 6.431813e-18 0.000000e+00 energy 1.477088e-08 3.683211e-16 1.477088e-10 displacement 3.925569e-07 1.624200e-11 3.923649e-13 15 Nonlinear solution status: time= 0.633213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.277683 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 9.415982e-18 0.000000e+00 energy 1.477088e-08 8.146462e-16 1.477088e-10 displacement 3.925569e-07 5.115959e-11 3.924557e-13 16 Nonlinear solution status: time= 0.633213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.291855 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 7.061069e-18 0.000000e+00 energy 1.477088e-08 8.290605e-16 1.477088e-10 displacement 3.925569e-07 4.573999e-11 3.925826e-13 17 Nonlinear solution status: time= 0.633213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.468002 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 9.030128e-18 0.000000e+00 energy 1.477088e-08 7.517950e-16 1.477088e-10 displacement 3.925569e-07 4.061221e-11 3.926046e-13 18 Nonlinear solution status: time= 0.633213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.217526 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.207595e-17 0.000000e+00 energy 1.477088e-08 7.379517e-16 1.477088e-10 displacement 3.925569e-07 4.375194e-11 3.926198e-13 19 Nonlinear solution status: time= 0.633213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.141790 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 9.809898e-18 0.000000e+00 energy 1.477088e-08 4.015403e-16 1.477088e-10 displacement 3.925569e-07 2.721504e-11 3.926402e-13 20 Nonlinear solution status: time= 0.633213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.125459 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.479417e-17 0.000000e+00 energy 1.477088e-08 5.068542e-16 1.477088e-10 displacement 3.925569e-07 1.615006e-11 3.926427e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.633213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.459474 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 7.232410e-18 0.000000e+00 energy 1.477088e-08 1.892455e-16 1.477088e-10 displacement 3.925569e-07 5.943608e-11 3.924416e-13 22 Nonlinear solution status: time= 0.633213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.072148 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 4.354430e-18 0.000000e+00 energy 1.477088e-08 1.510083e-16 1.477088e-10 displacement 3.925569e-07 4.679623e-11 3.923594e-13 23 Nonlinear solution status: time= 0.633213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.057002 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 7.837652e-19 0.000000e+00 energy 1.477088e-08 3.332122e-17 1.477088e-10 displacement 3.925569e-07 5.686780e-12 3.923515e-13 24 Nonlinear solution status: time= 0.633213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.105958 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 5.488397e-19 0.000000e+00 energy 1.477088e-08 3.679371e-17 1.477088e-10 displacement 3.925569e-07 1.266354e-12 3.923518e-13 25 Nonlinear solution status: time= 0.633213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.237772 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.141681e-18 0.000000e+00 energy 1.477088e-08 7.482466e-17 1.477088e-10 displacement 3.925569e-07 3.561160e-12 3.923575e-13 26 Nonlinear solution status: time= 0.633213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.163365 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 6.842778e-19 0.000000e+00 energy 1.477088e-08 5.289716e-17 1.477088e-10 displacement 3.925569e-07 2.502933e-12 3.923662e-13 27 Nonlinear solution status: time= 0.633213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.325956 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 6.844988e-19 0.000000e+00 energy 1.477088e-08 6.756441e-17 1.477088e-10 displacement 3.925569e-07 4.536197e-12 3.923789e-13 28 Nonlinear solution status: time= 0.633213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.437429 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.052107e-18 0.000000e+00 energy 1.477088e-08 9.988409e-17 1.477088e-10 displacement 3.925569e-07 4.072768e-12 3.923869e-13 29 Nonlinear solution status: time= 0.633213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.291671 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 2.230076e-18 0.000000e+00 energy 1.477088e-08 1.090390e-16 1.477088e-10 displacement 3.925569e-07 2.576448e-12 3.923871e-13 30 Nonlinear solution status: time= 0.633213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.108208 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.448954e-18 0.000000e+00 energy 1.477088e-08 4.041963e-17 1.477088e-10 displacement 3.925569e-07 1.037796e-12 3.923853e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.633213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.272576 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.245280e-18 0.000000e+00 energy 1.477088e-08 1.876826e-17 1.477088e-10 displacement 3.925569e-07 2.593550e-12 3.923705e-13 32 Nonlinear solution status: time= 0.633213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.076511 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 2.554845e-18 0.000000e+00 energy 1.477088e-08 5.920676e-17 1.477088e-10 displacement 3.925569e-07 3.976756e-12 3.923579e-13 33 Nonlinear solution status: time= 0.633213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.071318 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.938779e-18 0.000000e+00 energy 1.477088e-08 7.458116e-17 1.477088e-10 displacement 3.925569e-07 4.450818e-12 3.923524e-13 34 Nonlinear solution status: time= 0.633213 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.026977 convergence norms : INITIAL CURRENT REQUIRED residual 6.579297e-09 1.060722e-18 0.000000e+00 energy 1.477088e-08 4.683178e-18 1.477088e-10 displacement 3.925569e-07 2.256870e-13 3.923520e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.633213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 46 : 0.643213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000643213 Setting parameter "scale" to : 0.000643213 Setting parameter "scale" to : 0.000643213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.643213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 1.638500e-16 0.000000e+00 energy 1.467148e-08 3.544434e-13 1.467148e-10 displacement 3.921492e-07 3.921492e-07 3.921492e-13 2 Nonlinear solution status: time= 0.643213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.632785 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 3.849784e-17 0.000000e+00 energy 1.467148e-08 6.538604e-15 1.467148e-10 displacement 3.921492e-07 9.705028e-11 3.920934e-13 3 Nonlinear solution status: time= 0.643213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 1.385906e-16 0.000000e+00 energy 1.467148e-08 2.497093e-15 1.467148e-10 displacement 3.921492e-07 9.274704e-12 3.919729e-13 4 Nonlinear solution status: time= 0.643213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.116813 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 1.074819e-16 0.000000e+00 energy 1.467148e-08 5.839056e-16 1.467148e-10 displacement 3.921492e-07 1.011039e-11 3.919017e-13 5 Nonlinear solution status: time= 0.643213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.128869 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 7.141886e-17 0.000000e+00 energy 1.467148e-08 1.919195e-16 1.467148e-10 displacement 3.921492e-07 6.609163e-12 3.918708e-13 6 Nonlinear solution status: time= 0.643213 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.209397 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 7.098640e-17 0.000000e+00 energy 1.467148e-08 6.281112e-16 1.467148e-10 displacement 3.921492e-07 1.959095e-12 3.918712e-13 7 Nonlinear solution status: time= 0.643213 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.222390 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 4.399800e-17 0.000000e+00 energy 1.467148e-08 6.628604e-16 1.467148e-10 displacement 3.921492e-07 4.043142e-12 3.918977e-13 8 Nonlinear solution status: time= 0.643213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.124645 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 2.240719e-17 0.000000e+00 energy 1.467148e-08 4.225064e-16 1.467148e-10 displacement 3.921492e-07 2.850911e-12 3.919308e-13 9 Nonlinear solution status: time= 0.643213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.142996 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 2.648999e-17 0.000000e+00 energy 1.467148e-08 3.057672e-16 1.467148e-10 displacement 3.921492e-07 1.115089e-12 3.919547e-13 10 Nonlinear solution status: time= 0.643213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.153012 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 1.936746e-17 0.000000e+00 energy 1.467148e-08 2.665765e-16 1.467148e-10 displacement 3.921492e-07 4.861080e-13 3.919728e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.643213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.279223 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 1.049117e-17 0.000000e+00 energy 1.467148e-08 1.623853e-16 1.467148e-10 displacement 3.921492e-07 2.135564e-12 3.919617e-13 12 Nonlinear solution status: time= 0.643213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.081272 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 5.840958e-18 0.000000e+00 energy 1.467148e-08 1.010600e-16 1.467148e-10 displacement 3.921492e-07 2.029342e-12 3.919527e-13 13 Nonlinear solution status: time= 0.643213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.063788 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 2.430146e-18 0.000000e+00 energy 1.467148e-08 3.180817e-17 1.467148e-10 displacement 3.921492e-07 5.517774e-13 3.919481e-13 14 Nonlinear solution status: time= 0.643213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.082173 convergence norms : INITIAL CURRENT REQUIRED residual 6.494544e-09 1.473562e-18 0.000000e+00 energy 1.467148e-08 4.317474e-17 1.467148e-10 displacement 3.921492e-07 2.293312e-13 3.919452e-13 convergence summary number of iterations : 14 number of reformations : 2 ------- converged at time : 0.643213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 47 : 0.653213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000653213 Setting parameter "scale" to : 0.000653213 Setting parameter "scale" to : 0.000653213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.653213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.028667e-16 0.000000e+00 energy 1.457298e-08 3.535294e-13 1.457298e-10 displacement 3.917451e-07 3.917451e-07 3.917451e-13 2 Nonlinear solution status: time= 0.653213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.615179 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.660922e-16 0.000000e+00 energy 1.457298e-08 4.119004e-14 1.457298e-10 displacement 3.917451e-07 9.544778e-10 3.924238e-13 3 Nonlinear solution status: time= 0.653213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.510560 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 4.908598e-16 0.000000e+00 energy 1.457298e-08 1.072503e-14 1.457298e-10 displacement 3.917451e-07 2.500580e-11 3.924294e-13 4 Nonlinear solution status: time= 0.653213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.128760 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.578452e-16 0.000000e+00 energy 1.457298e-08 1.146940e-14 1.457298e-10 displacement 3.917451e-07 2.813634e-11 3.923579e-13 5 Nonlinear solution status: time= 0.653213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.536522 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.086927e-16 0.000000e+00 energy 1.457298e-08 2.768917e-15 1.457298e-10 displacement 3.917451e-07 1.389030e-10 3.920017e-13 6 Nonlinear solution status: time= 0.653213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.121764 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.135532e-16 0.000000e+00 energy 1.457298e-08 4.178751e-15 1.457298e-10 displacement 3.917451e-07 6.241813e-11 3.918875e-13 7 Nonlinear solution status: time= 0.653213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.087358 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.478212e-16 0.000000e+00 energy 1.457298e-08 1.209727e-15 1.457298e-10 displacement 3.917451e-07 1.973706e-11 3.918556e-13 8 Nonlinear solution status: time= 0.653213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.104696 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.675514e-16 0.000000e+00 energy 1.457298e-08 2.413327e-15 1.457298e-10 displacement 3.917451e-07 1.271977e-11 3.918200e-13 9 Nonlinear solution status: time= 0.653213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.143833 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.546099e-16 0.000000e+00 energy 1.457298e-08 3.797641e-15 1.457298e-10 displacement 3.917451e-07 3.292939e-11 3.917613e-13 10 Nonlinear solution status: time= 0.653213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.152626 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.565924e-16 0.000000e+00 energy 1.457298e-08 7.920100e-15 1.457298e-10 displacement 3.917451e-07 2.845694e-11 3.917484e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.653213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.454619 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 5.086078e-17 0.000000e+00 energy 1.457298e-08 2.183693e-15 1.457298e-10 displacement 3.917451e-07 4.915760e-11 3.916007e-13 12 Nonlinear solution status: time= 0.653213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.139158 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.769287e-17 0.000000e+00 energy 1.457298e-08 5.578397e-16 1.457298e-10 displacement 3.917451e-07 2.110355e-11 3.915477e-13 13 Nonlinear solution status: time= 0.653213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.093136 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.430908e-17 0.000000e+00 energy 1.457298e-08 5.955849e-16 1.457298e-10 displacement 3.917451e-07 6.430497e-12 3.915372e-13 14 Nonlinear solution status: time= 0.653213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.100877 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 6.658951e-18 0.000000e+00 energy 1.457298e-08 3.915808e-16 1.457298e-10 displacement 3.917451e-07 3.593325e-12 3.915381e-13 15 Nonlinear solution status: time= 0.653213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.558361 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.290842e-17 0.000000e+00 energy 1.457298e-08 1.317563e-15 1.457298e-10 displacement 3.917451e-07 2.157961e-11 3.915646e-13 16 Nonlinear solution status: time= 0.653213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.504556 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.555503e-17 0.000000e+00 energy 1.457298e-08 1.696452e-15 1.457298e-10 displacement 3.917451e-07 6.188952e-11 3.916448e-13 17 Nonlinear solution status: time= 0.653213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.275873 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.522178e-17 0.000000e+00 energy 1.457298e-08 9.592444e-16 1.457298e-10 displacement 3.917451e-07 4.255883e-11 3.917720e-13 18 Nonlinear solution status: time= 0.653213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.298598 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.812066e-17 0.000000e+00 energy 1.457298e-08 1.574307e-15 1.457298e-10 displacement 3.917451e-07 2.987517e-11 3.918713e-13 19 Nonlinear solution status: time= 0.653213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.166235 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 3.525393e-17 0.000000e+00 energy 1.457298e-08 1.689139e-15 1.457298e-10 displacement 3.917451e-07 2.038094e-11 3.919090e-13 20 Nonlinear solution status: time= 0.653213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.144700 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 5.189616e-17 0.000000e+00 energy 1.457298e-08 1.523113e-15 1.457298e-10 displacement 3.917451e-07 1.903260e-11 3.918989e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.653213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.514072 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.404532e-17 0.000000e+00 energy 1.457298e-08 9.318947e-16 1.457298e-10 displacement 3.917451e-07 1.001407e-10 3.916240e-13 22 Nonlinear solution status: time= 0.653213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.143903 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 7.584441e-18 0.000000e+00 energy 1.457298e-08 4.971337e-17 1.457298e-10 displacement 3.917451e-07 2.034015e-11 3.915605e-13 23 Nonlinear solution status: time= 0.653213 stiffness updates = 2 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.156326 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 3.705111e-18 0.000000e+00 energy 1.457298e-08 2.015004e-16 1.457298e-10 displacement 3.917451e-07 1.432806e-11 3.915390e-13 24 Nonlinear solution status: time= 0.653213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.134060 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.744610e-18 0.000000e+00 energy 1.457298e-08 9.446776e-17 1.457298e-10 displacement 3.917451e-07 2.689579e-12 3.915391e-13 25 Nonlinear solution status: time= 0.653213 stiffness updates = 4 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.259434 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.131891e-18 0.000000e+00 energy 1.457298e-08 9.146924e-17 1.457298e-10 displacement 3.917451e-07 1.739415e-12 3.915428e-13 26 Nonlinear solution status: time= 0.653213 stiffness updates = 5 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.199379 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 3.460428e-18 0.000000e+00 energy 1.457298e-08 1.777066e-16 1.457298e-10 displacement 3.917451e-07 9.682392e-12 3.915612e-13 27 Nonlinear solution status: time= 0.653213 stiffness updates = 6 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.207976 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.928139e-18 0.000000e+00 energy 1.457298e-08 1.523135e-16 1.457298e-10 displacement 3.917451e-07 8.464482e-12 3.915926e-13 28 Nonlinear solution status: time= 0.653213 stiffness updates = 7 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.273190 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 3.936868e-18 0.000000e+00 energy 1.457298e-08 2.208784e-16 1.457298e-10 displacement 3.917451e-07 7.064075e-12 3.916273e-13 29 Nonlinear solution status: time= 0.653213 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.146999 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.988537e-18 0.000000e+00 energy 1.457298e-08 7.979364e-17 1.457298e-10 displacement 3.917451e-07 1.814642e-12 3.916362e-13 30 Nonlinear solution status: time= 0.653213 stiffness updates = 9 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.193151 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 5.398215e-18 0.000000e+00 energy 1.457298e-08 1.854123e-16 1.457298e-10 displacement 3.917451e-07 3.666139e-12 3.916204e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.653213 stiffness updates = 0 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.391915 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 2.639342e-18 0.000000e+00 energy 1.457298e-08 7.764970e-17 1.457298e-10 displacement 3.917451e-07 1.579361e-11 3.915657e-13 32 Nonlinear solution status: time= 0.653213 stiffness updates = 1 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.092548 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 1.622468e-18 0.000000e+00 energy 1.457298e-08 1.493999e-17 1.457298e-10 displacement 3.917451e-07 8.969948e-12 3.915438e-13 33 Nonlinear solution status: time= 0.653213 stiffness updates = 2 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.116185 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 9.975105e-19 0.000000e+00 energy 1.457298e-08 4.026376e-17 1.457298e-10 displacement 3.917451e-07 4.265939e-12 3.915381e-13 34 Nonlinear solution status: time= 0.653213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.079058 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 5.653296e-19 0.000000e+00 energy 1.457298e-08 2.594276e-17 1.457298e-10 displacement 3.917451e-07 5.977257e-13 3.915380e-13 35 Nonlinear solution status: time= 0.653213 stiffness updates = 4 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.095274 convergence norms : INITIAL CURRENT REQUIRED residual 6.411090e-09 3.927397e-19 0.000000e+00 energy 1.457298e-08 1.517223e-17 1.457298e-10 displacement 3.917451e-07 3.693955e-13 3.915382e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.653213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 48 : 0.663213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000663213 Setting parameter "scale" to : 0.000663213 Setting parameter "scale" to : 0.000663213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.976799e-16 0.000000e+00 energy 1.447539e-08 3.489569e-13 1.447539e-10 displacement 3.913431e-07 3.913431e-07 3.913431e-13 2 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.601652 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.613252e-16 0.000000e+00 energy 1.447539e-08 2.763724e-14 1.447539e-10 displacement 3.913431e-07 1.052860e-09 3.921015e-13 3 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.495413 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.179387e-16 0.000000e+00 energy 1.447539e-08 1.276628e-14 1.447539e-10 displacement 3.913431e-07 8.252855e-11 3.923626e-13 4 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.224847 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.195612e-16 0.000000e+00 energy 1.447539e-08 8.979260e-15 1.447539e-10 displacement 3.913431e-07 1.172757e-10 3.924934e-13 5 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.289804 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.728133e-16 0.000000e+00 energy 1.447539e-08 1.212773e-14 1.447539e-10 displacement 3.913431e-07 2.968282e-10 3.927037e-13 6 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.153266 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.522911e-16 0.000000e+00 energy 1.447539e-08 5.942459e-15 1.447539e-10 displacement 3.913431e-07 1.558616e-10 3.928647e-13 7 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.151883 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.142939e-16 0.000000e+00 energy 1.447539e-08 6.406155e-15 1.447539e-10 displacement 3.913431e-07 8.849892e-11 3.927995e-13 8 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.106633 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.318801e-16 0.000000e+00 energy 1.447539e-08 4.382550e-15 1.447539e-10 displacement 3.913431e-07 3.015945e-11 3.925444e-13 9 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.176445 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.858548e-16 0.000000e+00 energy 1.447539e-08 1.130294e-14 1.447539e-10 displacement 3.913431e-07 1.992817e-10 3.919303e-13 10 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.121954 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.099035e-16 0.000000e+00 energy 1.447539e-08 5.854313e-15 1.447539e-10 displacement 3.913431e-07 1.217164e-10 3.916982e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.429544 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.128866e-16 0.000000e+00 energy 1.447539e-08 2.065955e-15 1.447539e-10 displacement 3.913431e-07 1.560513e-10 3.913415e-13 12 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.096981 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 9.500696e-17 0.000000e+00 energy 1.447539e-08 2.869680e-15 1.447539e-10 displacement 3.913431e-07 9.152369e-11 3.911796e-13 13 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.058707 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.444789e-17 0.000000e+00 energy 1.447539e-08 5.962521e-16 1.447539e-10 displacement 3.913431e-07 1.705724e-11 3.911468e-13 14 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.068677 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.968337e-17 0.000000e+00 energy 1.447539e-08 8.333965e-16 1.447539e-10 displacement 3.913431e-07 9.870097e-12 3.911371e-13 15 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.231005 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 7.022721e-17 0.000000e+00 energy 1.447539e-08 3.120249e-15 1.447539e-10 displacement 3.913431e-07 1.155926e-10 3.912199e-13 16 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.281823 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 7.771679e-17 0.000000e+00 energy 1.447539e-08 5.138509e-15 1.447539e-10 displacement 3.913431e-07 3.257907e-10 3.917966e-13 17 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.312124 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 6.269890e-17 0.000000e+00 energy 1.447539e-08 2.793532e-15 1.447539e-10 displacement 3.913431e-07 1.000749e-10 3.921059e-13 18 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.429375 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 6.754878e-17 0.000000e+00 energy 1.447539e-08 3.500738e-15 1.447539e-10 displacement 3.913431e-07 1.853421e-10 3.919872e-13 19 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.121594 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.603395e-17 0.000000e+00 energy 1.447539e-08 2.119384e-15 1.447539e-10 displacement 3.913431e-07 1.011560e-10 3.920005e-13 20 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.162738 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 8.114576e-17 0.000000e+00 energy 1.447539e-08 3.165117e-15 1.447539e-10 displacement 3.913431e-07 1.281037e-10 3.920958e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.396748 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.948157e-17 0.000000e+00 energy 1.447539e-08 1.948310e-15 1.447539e-10 displacement 3.913431e-07 1.892479e-10 3.914813e-13 22 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.095747 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.880546e-17 0.000000e+00 energy 1.447539e-08 8.540810e-16 1.447539e-10 displacement 3.913431e-07 9.988523e-11 3.912329e-13 23 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.071389 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.656960e-17 0.000000e+00 energy 1.447539e-08 6.716610e-16 1.447539e-10 displacement 3.913431e-07 2.965748e-11 3.911652e-13 24 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.091287 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.203438e-17 0.000000e+00 energy 1.447539e-08 3.437263e-16 1.447539e-10 displacement 3.913431e-07 1.610884e-11 3.911428e-13 25 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.080415 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 6.932566e-18 0.000000e+00 energy 1.447539e-08 2.874671e-16 1.447539e-10 displacement 3.913431e-07 6.119813e-12 3.911394e-13 26 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.263041 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.468987e-17 0.000000e+00 energy 1.447539e-08 7.803055e-16 1.447539e-10 displacement 3.913431e-07 3.314458e-11 3.911629e-13 27 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.298472 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.552445e-17 0.000000e+00 energy 1.447539e-08 1.374077e-15 1.447539e-10 displacement 3.913431e-07 1.290226e-10 3.913704e-13 28 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.509261 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.165089e-17 0.000000e+00 energy 1.447539e-08 1.560740e-15 1.447539e-10 displacement 3.913431e-07 8.329858e-11 3.916154e-13 29 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.241276 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.973315e-17 0.000000e+00 energy 1.447539e-08 9.553023e-16 1.447539e-10 displacement 3.913431e-07 3.297164e-11 3.917233e-13 30 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.229353 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.530867e-17 0.000000e+00 energy 1.447539e-08 1.903343e-15 1.447539e-10 displacement 3.913431e-07 5.561919e-11 3.917362e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.397893 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.514845e-17 0.000000e+00 energy 1.447539e-08 4.542664e-16 1.447539e-10 displacement 3.913431e-07 1.123421e-10 3.913494e-13 32 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.077573 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.364781e-17 0.000000e+00 energy 1.447539e-08 5.387736e-16 1.447539e-10 displacement 3.913431e-07 8.408010e-11 3.911761e-13 33 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.055455 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.218660e-17 0.000000e+00 energy 1.447539e-08 2.287919e-16 1.447539e-10 displacement 3.913431e-07 2.269407e-11 3.911427e-13 34 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.069987 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.785161e-18 0.000000e+00 energy 1.447539e-08 1.969774e-16 1.447539e-10 displacement 3.913431e-07 7.221091e-12 3.911357e-13 35 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.127225 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.139493e-18 0.000000e+00 energy 1.447539e-08 1.672233e-16 1.447539e-10 displacement 3.913431e-07 5.324946e-12 3.911357e-13 36 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.304243 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 7.409919e-18 0.000000e+00 energy 1.447539e-08 5.122684e-16 1.447539e-10 displacement 3.913431e-07 4.387438e-11 3.911801e-13 37 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.304531 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 5.599305e-18 0.000000e+00 energy 1.447539e-08 6.815714e-16 1.447539e-10 displacement 3.913431e-07 7.735777e-11 3.913577e-13 38 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.512597 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.029610e-17 0.000000e+00 energy 1.447539e-08 5.011028e-16 1.447539e-10 displacement 3.913431e-07 1.259477e-11 3.914152e-13 39 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.162693 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.066900e-17 0.000000e+00 energy 1.447539e-08 5.190614e-16 1.447539e-10 displacement 3.913431e-07 9.719135e-12 3.914202e-13 40 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.215532 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.058371e-17 0.000000e+00 energy 1.447539e-08 6.253069e-16 1.447539e-10 displacement 3.913431e-07 2.146336e-11 3.913789e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.343732 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 8.798367e-18 0.000000e+00 energy 1.447539e-08 4.967417e-17 1.447539e-10 displacement 3.913431e-07 3.496950e-11 3.912363e-13 42 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.067152 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.028610e-17 0.000000e+00 energy 1.447539e-08 1.665378e-16 1.447539e-10 displacement 3.913431e-07 3.688294e-11 3.911550e-13 43 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.043742 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.463044e-18 0.000000e+00 energy 1.447539e-08 8.451798e-17 1.447539e-10 displacement 3.913431e-07 1.351361e-11 3.911381e-13 44 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.057407 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.548885e-18 0.000000e+00 energy 1.447539e-08 7.676113e-17 1.447539e-10 displacement 3.913431e-07 2.743052e-12 3.911344e-13 45 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.099413 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.438401e-18 0.000000e+00 energy 1.447539e-08 6.075565e-17 1.447539e-10 displacement 3.913431e-07 1.926350e-12 3.911334e-13 46 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.306354 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.963244e-18 0.000000e+00 energy 1.447539e-08 1.364935e-16 1.447539e-10 displacement 3.913431e-07 1.065709e-11 3.911425e-13 47 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.325957 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.238165e-18 0.000000e+00 energy 1.447539e-08 1.853803e-16 1.447539e-10 displacement 3.913431e-07 2.274502e-11 3.911891e-13 48 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.530871 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.899111e-18 0.000000e+00 energy 1.447539e-08 1.414387e-16 1.447539e-10 displacement 3.913431e-07 5.536652e-12 3.912098e-13 49 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.238754 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.950626e-18 0.000000e+00 energy 1.447539e-08 8.664379e-17 1.447539e-10 displacement 3.913431e-07 2.505885e-12 3.912045e-13 50 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 131 stiffness matrix reformations = 5 step from line search = 0.211034 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.237134e-18 0.000000e+00 energy 1.447539e-08 9.045126e-17 1.447539e-10 displacement 3.913431e-07 6.095345e-12 3.911854e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.280997 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.670093e-18 0.000000e+00 energy 1.447539e-08 4.274481e-17 1.447539e-10 displacement 3.913431e-07 6.101635e-12 3.911594e-13 52 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.077218 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.360515e-18 0.000000e+00 energy 1.447539e-08 3.416105e-17 1.447539e-10 displacement 3.913431e-07 8.325931e-12 3.911421e-13 53 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.066957 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.662195e-18 0.000000e+00 energy 1.447539e-08 1.236879e-16 1.447539e-10 displacement 3.913431e-07 7.890437e-12 3.911374e-13 54 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.034315 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.126735e-18 0.000000e+00 energy 1.447539e-08 3.610276e-17 1.447539e-10 displacement 3.913431e-07 6.605937e-13 3.911369e-13 55 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.084028 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.675946e-18 0.000000e+00 energy 1.447539e-08 3.397122e-17 1.447539e-10 displacement 3.913431e-07 4.416251e-13 3.911357e-13 56 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.298325 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.025366e-18 0.000000e+00 energy 1.447539e-08 1.625567e-16 1.447539e-10 displacement 3.913431e-07 8.716415e-12 3.911364e-13 57 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.294130 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.715962e-18 0.000000e+00 energy 1.447539e-08 3.078545e-16 1.447539e-10 displacement 3.913431e-07 3.244138e-11 3.911819e-13 58 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.305186 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.986327e-18 0.000000e+00 energy 1.447539e-08 2.176253e-16 1.447539e-10 displacement 3.913431e-07 1.238605e-11 3.912326e-13 59 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 155 stiffness matrix reformations = 6 step from line search = 0.536686 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.217870e-18 0.000000e+00 energy 1.447539e-08 1.873061e-16 1.447539e-10 displacement 3.913431e-07 8.128431e-12 3.912427e-13 60 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 157 stiffness matrix reformations = 6 step from line search = 0.264462 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.983393e-18 0.000000e+00 energy 1.447539e-08 1.434010e-16 1.447539e-10 displacement 3.913431e-07 6.785549e-12 3.912137e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.299809 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.656203e-18 0.000000e+00 energy 1.447539e-08 6.950616e-17 1.447539e-10 displacement 3.913431e-07 1.014492e-11 3.911709e-13 62 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.069954 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 5.929184e-18 0.000000e+00 energy 1.447539e-08 1.036310e-16 1.447539e-10 displacement 3.913431e-07 1.598219e-11 3.911431e-13 63 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.042322 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 2.941498e-18 0.000000e+00 energy 1.447539e-08 5.854298e-17 1.447539e-10 displacement 3.913431e-07 5.250601e-12 3.911382e-13 64 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 167 stiffness matrix reformations = 7 step from line search = 0.040447 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.515439e-18 0.000000e+00 energy 1.447539e-08 3.242039e-17 1.447539e-10 displacement 3.913431e-07 1.630042e-12 3.911364e-13 65 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 171 stiffness matrix reformations = 7 step from line search = 0.076759 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.162775e-18 0.000000e+00 energy 1.447539e-08 3.254079e-17 1.447539e-10 displacement 3.913431e-07 6.229041e-13 3.911350e-13 66 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 174 stiffness matrix reformations = 7 step from line search = 0.277450 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.612899e-18 0.000000e+00 energy 1.447539e-08 9.943216e-17 1.447539e-10 displacement 3.913431e-07 4.930388e-12 3.911352e-13 67 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 177 stiffness matrix reformations = 7 step from line search = 0.316672 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.086183e-18 0.000000e+00 energy 1.447539e-08 1.600850e-16 1.447539e-10 displacement 3.913431e-07 1.790824e-11 3.911600e-13 68 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 180 stiffness matrix reformations = 7 step from line search = 0.279168 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 8.439564e-19 0.000000e+00 energy 1.447539e-08 6.638924e-17 1.447539e-10 displacement 3.913431e-07 2.696966e-12 3.911748e-13 69 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 182 stiffness matrix reformations = 7 step from line search = 0.370352 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.817850e-18 0.000000e+00 energy 1.447539e-08 8.790039e-17 1.447539e-10 displacement 3.913431e-07 2.134101e-12 3.911720e-13 70 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 185 stiffness matrix reformations = 7 step from line search = 0.110891 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.346883e-18 0.000000e+00 energy 1.447539e-08 4.461880e-17 1.447539e-10 displacement 3.913431e-07 1.706648e-12 3.911671e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 187 stiffness matrix reformations = 8 step from line search = 0.275931 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.744851e-18 0.000000e+00 energy 1.447539e-08 1.880884e-17 1.447539e-10 displacement 3.913431e-07 4.427349e-12 3.911489e-13 72 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 189 stiffness matrix reformations = 8 step from line search = 0.074065 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.388989e-18 0.000000e+00 energy 1.447539e-08 3.596922e-18 1.447539e-10 displacement 3.913431e-07 7.119289e-12 3.911377e-13 73 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 192 stiffness matrix reformations = 8 step from line search = 0.047041 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 6.288010e-19 0.000000e+00 energy 1.447539e-08 1.069442e-17 1.447539e-10 displacement 3.913431e-07 1.450700e-12 3.911365e-13 74 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 195 stiffness matrix reformations = 8 step from line search = 0.067620 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.129257e-19 0.000000e+00 energy 1.447539e-08 2.004226e-17 1.447539e-10 displacement 3.913431e-07 4.982686e-13 3.911353e-13 75 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 198 stiffness matrix reformations = 8 step from line search = 0.094608 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 4.445924e-19 0.000000e+00 energy 1.447539e-08 2.401680e-17 1.447539e-10 displacement 3.913431e-07 7.478116e-13 3.911341e-13 76 Nonlinear solution status: time= 0.663213 stiffness updates = 5 right hand side evaluations = 201 stiffness matrix reformations = 8 step from line search = 0.154032 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 6.014210e-19 0.000000e+00 energy 1.447539e-08 3.233484e-17 1.447539e-10 displacement 3.913431e-07 1.169755e-12 3.911340e-13 77 Nonlinear solution status: time= 0.663213 stiffness updates = 6 right hand side evaluations = 204 stiffness matrix reformations = 8 step from line search = 0.292634 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 6.608773e-19 0.000000e+00 energy 1.447539e-08 4.927269e-17 1.447539e-10 displacement 3.913431e-07 3.971030e-12 3.911387e-13 78 Nonlinear solution status: time= 0.663213 stiffness updates = 7 right hand side evaluations = 207 stiffness matrix reformations = 8 step from line search = 0.349692 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.607672e-19 0.000000e+00 energy 1.447539e-08 4.944589e-17 1.447539e-10 displacement 3.913431e-07 4.471679e-12 3.911494e-13 79 Nonlinear solution status: time= 0.663213 stiffness updates = 8 right hand side evaluations = 209 stiffness matrix reformations = 8 step from line search = 0.453771 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.082164e-18 0.000000e+00 energy 1.447539e-08 5.158209e-17 1.447539e-10 displacement 3.913431e-07 1.411170e-12 3.911507e-13 80 Nonlinear solution status: time= 0.663213 stiffness updates = 9 right hand side evaluations = 212 stiffness matrix reformations = 8 step from line search = 0.116971 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 9.581963e-19 0.000000e+00 energy 1.447539e-08 3.743916e-17 1.447539e-10 displacement 3.913431e-07 8.625462e-13 3.911503e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 81 Nonlinear solution status: time= 0.663213 stiffness updates = 0 right hand side evaluations = 214 stiffness matrix reformations = 9 step from line search = 0.254102 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.506924e-18 0.000000e+00 energy 1.447539e-08 2.687940e-17 1.447539e-10 displacement 3.913431e-07 2.216650e-12 3.911421e-13 82 Nonlinear solution status: time= 0.663213 stiffness updates = 1 right hand side evaluations = 216 stiffness matrix reformations = 9 step from line search = 0.076284 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 1.594229e-18 0.000000e+00 energy 1.447539e-08 2.709504e-17 1.447539e-10 displacement 3.913431e-07 3.881184e-12 3.911374e-13 83 Nonlinear solution status: time= 0.663213 stiffness updates = 2 right hand side evaluations = 219 stiffness matrix reformations = 9 step from line search = 0.052481 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 9.742602e-19 0.000000e+00 energy 1.447539e-08 1.008425e-17 1.447539e-10 displacement 3.913431e-07 9.591872e-13 3.911366e-13 84 Nonlinear solution status: time= 0.663213 stiffness updates = 3 right hand side evaluations = 222 stiffness matrix reformations = 9 step from line search = 0.041834 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 5.439126e-19 0.000000e+00 energy 1.447539e-08 7.222601e-18 1.447539e-10 displacement 3.913431e-07 4.041936e-13 3.911358e-13 85 Nonlinear solution status: time= 0.663213 stiffness updates = 4 right hand side evaluations = 226 stiffness matrix reformations = 9 step from line search = 0.036637 convergence norms : INITIAL CURRENT REQUIRED residual 6.328915e-09 3.648476e-19 0.000000e+00 energy 1.447539e-08 6.571343e-18 1.447539e-10 displacement 3.913431e-07 1.426659e-13 3.911352e-13 convergence summary number of iterations : 85 number of reformations : 9 ------- converged at time : 0.663213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 49 : 0.673213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000673213 Setting parameter "scale" to : 0.000673213 Setting parameter "scale" to : 0.000673213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.673213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.515450e-16 0.000000e+00 energy 1.437867e-08 3.432922e-13 1.437867e-10 displacement 3.909309e-07 3.909309e-07 3.909309e-13 2 Nonlinear solution status: time= 0.673213 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.420874e-17 0.000000e+00 energy 1.437867e-08 9.482567e-16 1.437867e-10 displacement 3.909309e-07 5.222229e-11 3.907810e-13 3 Nonlinear solution status: time= 0.673213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.242501 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 2.627156e-17 0.000000e+00 energy 1.437867e-08 4.844160e-16 1.437867e-10 displacement 3.909309e-07 5.336886e-12 3.907359e-13 4 Nonlinear solution status: time= 0.673213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.261697 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 4.196800e-17 0.000000e+00 energy 1.437867e-08 2.978749e-16 1.437867e-10 displacement 3.909309e-07 5.152595e-12 3.907071e-13 5 Nonlinear solution status: time= 0.673213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.195505 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 5.191661e-17 0.000000e+00 energy 1.437867e-08 6.607825e-16 1.437867e-10 displacement 3.909309e-07 2.574417e-11 3.907031e-13 6 Nonlinear solution status: time= 0.673213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.095956 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 3.135215e-17 0.000000e+00 energy 1.437867e-08 2.326982e-16 1.437867e-10 displacement 3.909309e-07 1.065845e-11 3.907365e-13 7 Nonlinear solution status: time= 0.673213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.166235 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.945885e-17 0.000000e+00 energy 1.437867e-08 4.347097e-16 1.437867e-10 displacement 3.909309e-07 6.755576e-12 3.907863e-13 8 Nonlinear solution status: time= 0.673213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.085298 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.243699e-17 0.000000e+00 energy 1.437867e-08 3.186254e-16 1.437867e-10 displacement 3.909309e-07 1.438291e-12 3.908118e-13 9 Nonlinear solution status: time= 0.673213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.305528 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 3.664723e-17 0.000000e+00 energy 1.437867e-08 9.851686e-16 1.437867e-10 displacement 3.909309e-07 1.179980e-11 3.908579e-13 10 Nonlinear solution status: time= 0.673213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.124783 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 5.753882e-17 0.000000e+00 energy 1.437867e-08 4.839182e-16 1.437867e-10 displacement 3.909309e-07 1.325447e-11 3.908946e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.673213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.574334 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.221809e-17 0.000000e+00 energy 1.437867e-08 2.321875e-16 1.437867e-10 displacement 3.909309e-07 2.187724e-11 3.907842e-13 12 Nonlinear solution status: time= 0.673213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.098449 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 2.771859e-18 0.000000e+00 energy 1.437867e-08 8.998072e-17 1.437867e-10 displacement 3.909309e-07 7.345568e-12 3.907382e-13 13 Nonlinear solution status: time= 0.673213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.078266 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.014773e-18 0.000000e+00 energy 1.437867e-08 7.273887e-17 1.437867e-10 displacement 3.909309e-07 4.389994e-13 3.907282e-13 14 Nonlinear solution status: time= 0.673213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.146615 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.693699e-18 0.000000e+00 energy 1.437867e-08 6.403458e-17 1.437867e-10 displacement 3.909309e-07 1.723656e-12 3.907214e-13 15 Nonlinear solution status: time= 0.673213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.284779 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 4.458084e-18 0.000000e+00 energy 1.437867e-08 1.774382e-16 1.437867e-10 displacement 3.909309e-07 1.212788e-11 3.907249e-13 16 Nonlinear solution status: time= 0.673213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.279065 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 6.011382e-18 0.000000e+00 energy 1.437867e-08 2.045150e-16 1.437867e-10 displacement 3.909309e-07 1.153054e-11 3.907549e-13 17 Nonlinear solution status: time= 0.673213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.478278 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 4.415660e-18 0.000000e+00 energy 1.437867e-08 3.155681e-16 1.437867e-10 displacement 3.909309e-07 9.145747e-12 3.907961e-13 18 Nonlinear solution status: time= 0.673213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.192900 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 3.189309e-18 0.000000e+00 energy 1.437867e-08 1.209508e-16 1.437867e-10 displacement 3.909309e-07 2.070488e-12 3.908014e-13 19 Nonlinear solution status: time= 0.673213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.102230 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 3.791225e-18 0.000000e+00 energy 1.437867e-08 1.222696e-16 1.437867e-10 displacement 3.909309e-07 2.861199e-12 3.907974e-13 20 Nonlinear solution status: time= 0.673213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.128711 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 4.501944e-18 0.000000e+00 energy 1.437867e-08 4.935062e-17 1.437867e-10 displacement 3.909309e-07 6.732336e-12 3.907907e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.673213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.339318 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 2.609361e-18 0.000000e+00 energy 1.437867e-08 7.280734e-17 1.437867e-10 displacement 3.909309e-07 6.544826e-12 3.907583e-13 22 Nonlinear solution status: time= 0.673213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.067894 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 3.058922e-18 0.000000e+00 energy 1.437867e-08 8.312371e-17 1.437867e-10 displacement 3.909309e-07 7.202745e-12 3.907373e-13 23 Nonlinear solution status: time= 0.673213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.047614 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 7.652113e-19 0.000000e+00 energy 1.437867e-08 1.715064e-17 1.437867e-10 displacement 3.909309e-07 1.567706e-12 3.907317e-13 24 Nonlinear solution status: time= 0.673213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.063951 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 3.390253e-19 0.000000e+00 energy 1.437867e-08 1.967111e-17 1.437867e-10 displacement 3.909309e-07 6.272322e-13 3.907292e-13 25 Nonlinear solution status: time= 0.673213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.073995 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 4.335513e-19 0.000000e+00 energy 1.437867e-08 1.967378e-17 1.437867e-10 displacement 3.909309e-07 4.451201e-13 3.907287e-13 26 Nonlinear solution status: time= 0.673213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.266209 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.000534e-18 0.000000e+00 energy 1.437867e-08 5.651462e-17 1.437867e-10 displacement 3.909309e-07 3.615551e-12 3.907324e-13 27 Nonlinear solution status: time= 0.673213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.293522 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 6.428414e-19 0.000000e+00 energy 1.437867e-08 1.048592e-16 1.437867e-10 displacement 3.909309e-07 1.186385e-11 3.907573e-13 28 Nonlinear solution status: time= 0.673213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.489784 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.104231e-18 0.000000e+00 energy 1.437867e-08 7.629775e-17 1.437867e-10 displacement 3.909309e-07 1.547583e-12 3.907643e-13 29 Nonlinear solution status: time= 0.673213 stiffness updates = 8 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.205829 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.315446e-18 0.000000e+00 energy 1.437867e-08 6.573435e-17 1.437867e-10 displacement 3.909309e-07 2.072609e-12 3.907636e-13 30 Nonlinear solution status: time= 0.673213 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.200836 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 1.678036e-18 0.000000e+00 energy 1.437867e-08 7.651095e-17 1.437867e-10 displacement 3.909309e-07 3.625592e-12 3.907586e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.673213 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.334648 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 9.300938e-19 0.000000e+00 energy 1.437867e-08 4.522406e-17 1.437867e-10 displacement 3.909309e-07 4.847308e-12 3.907407e-13 32 Nonlinear solution status: time= 0.673213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.081401 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 9.889191e-19 0.000000e+00 energy 1.437867e-08 1.829115e-17 1.437867e-10 displacement 3.909309e-07 2.831488e-12 3.907328e-13 33 Nonlinear solution status: time= 0.673213 stiffness updates = 2 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.080296 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 7.001757e-19 0.000000e+00 energy 1.437867e-08 4.466717e-17 1.437867e-10 displacement 3.909309e-07 1.762183e-12 3.907298e-13 34 Nonlinear solution status: time= 0.673213 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.046501 convergence norms : INITIAL CURRENT REQUIRED residual 6.247992e-09 4.513833e-19 0.000000e+00 energy 1.437867e-08 1.244852e-17 1.437867e-10 displacement 3.909309e-07 2.270057e-13 3.907293e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.673213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 50 : 0.683213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000683213 Setting parameter "scale" to : 0.000683213 Setting parameter "scale" to : 0.000683213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.683213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.684249e-16 0.000000e+00 energy 1.428282e-08 3.407197e-13 1.428282e-10 displacement 3.905297e-07 3.905297e-07 3.905297e-13 2 Nonlinear solution status: time= 0.683213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.620162 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 5.533655e-17 0.000000e+00 energy 1.428282e-08 1.086835e-14 1.428282e-10 displacement 3.905297e-07 2.877333e-10 3.906554e-13 3 Nonlinear solution status: time= 0.683213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.591776 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.109669e-16 0.000000e+00 energy 1.428282e-08 1.116002e-15 1.428282e-10 displacement 3.905297e-07 8.017969e-12 3.905591e-13 4 Nonlinear solution status: time= 0.683213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.161622 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 8.689518e-17 0.000000e+00 energy 1.428282e-08 1.379253e-15 1.428282e-10 displacement 3.905297e-07 2.254640e-11 3.904477e-13 5 Nonlinear solution status: time= 0.683213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.126559 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 7.404412e-17 0.000000e+00 energy 1.428282e-08 4.832778e-16 1.428282e-10 displacement 3.905297e-07 1.740542e-11 3.903917e-13 6 Nonlinear solution status: time= 0.683213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.154249 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 7.427813e-17 0.000000e+00 energy 1.428282e-08 4.865858e-16 1.428282e-10 displacement 3.905297e-07 6.763485e-12 3.903604e-13 7 Nonlinear solution status: time= 0.683213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.165727 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 5.270098e-17 0.000000e+00 energy 1.428282e-08 1.333511e-16 1.428282e-10 displacement 3.905297e-07 5.215935e-12 3.903397e-13 8 Nonlinear solution status: time= 0.683213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.149003 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 7.380721e-17 0.000000e+00 energy 1.428282e-08 1.150779e-15 1.428282e-10 displacement 3.905297e-07 6.081495e-12 3.903273e-13 9 Nonlinear solution status: time= 0.683213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.124350 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 4.385245e-17 0.000000e+00 energy 1.428282e-08 1.270585e-15 1.428282e-10 displacement 3.905297e-07 1.097122e-11 3.903336e-13 10 Nonlinear solution status: time= 0.683213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.103313 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.438700e-17 0.000000e+00 energy 1.428282e-08 3.844042e-16 1.428282e-10 displacement 3.905297e-07 4.150644e-12 3.903525e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.683213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.371893 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.343251e-17 0.000000e+00 energy 1.428282e-08 1.677843e-16 1.428282e-10 displacement 3.905297e-07 5.644413e-12 3.903373e-13 12 Nonlinear solution status: time= 0.683213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.081070 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.297114e-17 0.000000e+00 energy 1.428282e-08 6.865421e-16 1.428282e-10 displacement 3.905297e-07 7.466629e-12 3.903300e-13 13 Nonlinear solution status: time= 0.683213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.050976 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 8.992122e-18 0.000000e+00 energy 1.428282e-08 1.703479e-16 1.428282e-10 displacement 3.905297e-07 8.816137e-13 3.903292e-13 14 Nonlinear solution status: time= 0.683213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.090611 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 9.585653e-18 0.000000e+00 energy 1.428282e-08 1.995187e-16 1.428282e-10 displacement 3.905297e-07 2.708100e-12 3.903287e-13 15 Nonlinear solution status: time= 0.683213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.310502 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.416646e-17 0.000000e+00 energy 1.428282e-08 7.606172e-16 1.428282e-10 displacement 3.905297e-07 2.658999e-11 3.903583e-13 16 Nonlinear solution status: time= 0.683213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.292594 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.885719e-17 0.000000e+00 energy 1.428282e-08 1.093134e-15 1.428282e-10 displacement 3.905297e-07 2.745662e-11 3.904186e-13 17 Nonlinear solution status: time= 0.683213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.332739 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.554287e-17 0.000000e+00 energy 1.428282e-08 7.213679e-16 1.428282e-10 displacement 3.905297e-07 1.372593e-11 3.904475e-13 18 Nonlinear solution status: time= 0.683213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.448257 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.138033e-17 0.000000e+00 energy 1.428282e-08 8.121081e-16 1.428282e-10 displacement 3.905297e-07 1.649951e-11 3.904292e-13 19 Nonlinear solution status: time= 0.683213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.249607 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.004731e-17 0.000000e+00 energy 1.428282e-08 3.220084e-16 1.428282e-10 displacement 3.905297e-07 1.188437e-11 3.904029e-13 20 Nonlinear solution status: time= 0.683213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.172747 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.474179e-17 0.000000e+00 energy 1.428282e-08 8.775363e-17 1.428282e-10 displacement 3.905297e-07 6.067506e-12 3.903798e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.683213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.305255 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 9.150992e-18 0.000000e+00 energy 1.428282e-08 2.417737e-16 1.428282e-10 displacement 3.905297e-07 7.602263e-12 3.903521e-13 22 Nonlinear solution status: time= 0.683213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.073255 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 8.234123e-18 0.000000e+00 energy 1.428282e-08 1.583911e-16 1.428282e-10 displacement 3.905297e-07 6.690950e-12 3.903355e-13 23 Nonlinear solution status: time= 0.683213 stiffness updates = 2 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.079740 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 5.834017e-18 0.000000e+00 energy 1.428282e-08 2.618350e-16 1.428282e-10 displacement 3.905297e-07 5.783645e-12 3.903295e-13 24 Nonlinear solution status: time= 0.683213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.046901 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 4.339136e-18 0.000000e+00 energy 1.428282e-08 9.078169e-17 1.428282e-10 displacement 3.905297e-07 1.681317e-12 3.903285e-13 25 Nonlinear solution status: time= 0.683213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.096067 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 5.021650e-18 0.000000e+00 energy 1.428282e-08 7.624735e-17 1.428282e-10 displacement 3.905297e-07 1.202903e-12 3.903293e-13 26 Nonlinear solution status: time= 0.683213 stiffness updates = 5 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.231981 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 5.014589e-18 0.000000e+00 energy 1.428282e-08 1.347567e-16 1.428282e-10 displacement 3.905297e-07 1.895038e-12 3.903320e-13 27 Nonlinear solution status: time= 0.683213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.305711 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 3.402952e-18 0.000000e+00 energy 1.428282e-08 1.455168e-16 1.428282e-10 displacement 3.905297e-07 2.483201e-12 3.903358e-13 28 Nonlinear solution status: time= 0.683213 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.320959 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.021424e-18 0.000000e+00 energy 1.428282e-08 1.067797e-16 1.428282e-10 displacement 3.905297e-07 1.355310e-12 3.903371e-13 29 Nonlinear solution status: time= 0.683213 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.532022 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.414650e-18 0.000000e+00 energy 1.428282e-08 7.522567e-17 1.428282e-10 displacement 3.905297e-07 2.011250e-12 3.903343e-13 30 Nonlinear solution status: time= 0.683213 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.225389 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 3.265483e-18 0.000000e+00 energy 1.428282e-08 8.662342e-17 1.428282e-10 displacement 3.905297e-07 1.315764e-12 3.903330e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.683213 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.232773 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.536554e-18 0.000000e+00 energy 1.428282e-08 1.243704e-17 1.428282e-10 displacement 3.905297e-07 8.025973e-13 3.903309e-13 32 Nonlinear solution status: time= 0.683213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.052232 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.207680e-18 0.000000e+00 energy 1.428282e-08 2.792555e-17 1.428282e-10 displacement 3.905297e-07 4.673446e-13 3.903298e-13 33 Nonlinear solution status: time= 0.683213 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.089116 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 2.654510e-18 0.000000e+00 energy 1.428282e-08 5.906186e-17 1.428282e-10 displacement 3.905297e-07 1.004558e-12 3.903288e-13 34 Nonlinear solution status: time= 0.683213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.051223 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.446877e-18 0.000000e+00 energy 1.428282e-08 2.800263e-17 1.428282e-10 displacement 3.905297e-07 4.145024e-13 3.903285e-13 35 Nonlinear solution status: time= 0.683213 stiffness updates = 4 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.091384 convergence norms : INITIAL CURRENT REQUIRED residual 6.168301e-09 1.271325e-18 0.000000e+00 energy 1.428282e-08 3.869737e-17 1.428282e-10 displacement 3.905297e-07 3.065151e-13 3.903283e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.683213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 51 : 0.693213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000693213 Setting parameter "scale" to : 0.000693213 Setting parameter "scale" to : 0.000693213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.693213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.471622e-16 0.000000e+00 energy 1.418783e-08 3.331693e-13 1.418783e-10 displacement 3.901304e-07 3.901304e-07 3.901304e-13 2 Nonlinear solution status: time= 0.693213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.601431 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.884156e-16 0.000000e+00 energy 1.418783e-08 2.977642e-14 1.418783e-10 displacement 3.901304e-07 6.014106e-10 3.905382e-13 3 Nonlinear solution status: time= 0.693213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.499653 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.012168e-16 0.000000e+00 energy 1.418783e-08 8.128728e-15 1.418783e-10 displacement 3.901304e-07 2.688830e-11 3.905527e-13 4 Nonlinear solution status: time= 0.693213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.171847 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.987933e-16 0.000000e+00 energy 1.418783e-08 8.152787e-15 1.418783e-10 displacement 3.901304e-07 2.946358e-11 3.904931e-13 5 Nonlinear solution status: time= 0.693213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.196228 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 4.939393e-16 0.000000e+00 energy 1.418783e-08 1.396878e-14 1.418783e-10 displacement 3.901304e-07 9.602766e-11 3.904211e-13 6 Nonlinear solution status: time= 0.693213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.099901 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.913816e-16 0.000000e+00 energy 1.418783e-08 6.792630e-15 1.418783e-10 displacement 3.901304e-07 4.025115e-11 3.904299e-13 7 Nonlinear solution status: time= 0.693213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.149520 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.137283e-16 0.000000e+00 energy 1.418783e-08 4.681107e-15 1.418783e-10 displacement 3.901304e-07 7.245849e-11 3.904782e-13 8 Nonlinear solution status: time= 0.693213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.120480 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.280712e-16 0.000000e+00 energy 1.418783e-08 2.551964e-15 1.418783e-10 displacement 3.901304e-07 1.509208e-11 3.904682e-13 9 Nonlinear solution status: time= 0.693213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.200744 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.382765e-16 0.000000e+00 energy 1.418783e-08 9.642221e-15 1.418783e-10 displacement 3.901304e-07 3.508865e-11 3.903368e-13 10 Nonlinear solution status: time= 0.693213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.119147 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.217698e-16 0.000000e+00 energy 1.418783e-08 5.136989e-15 1.418783e-10 displacement 3.901304e-07 3.754776e-11 3.902408e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.693213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.460061 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 9.780790e-17 0.000000e+00 energy 1.418783e-08 1.898092e-15 1.418783e-10 displacement 3.901304e-07 8.419434e-11 3.900488e-13 12 Nonlinear solution status: time= 0.693213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.098989 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 6.347317e-17 0.000000e+00 energy 1.418783e-08 2.114314e-15 1.418783e-10 displacement 3.901304e-07 4.799867e-11 3.899474e-13 13 Nonlinear solution status: time= 0.693213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.056552 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.890271e-17 0.000000e+00 energy 1.418783e-08 7.157492e-16 1.418783e-10 displacement 3.901304e-07 1.330220e-11 3.899309e-13 14 Nonlinear solution status: time= 0.693213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.099666 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 4.121804e-17 0.000000e+00 energy 1.418783e-08 8.372902e-16 1.418783e-10 displacement 3.901304e-07 1.072794e-11 3.899366e-13 15 Nonlinear solution status: time= 0.693213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.276494 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 4.488370e-17 0.000000e+00 energy 1.418783e-08 2.186069e-15 1.418783e-10 displacement 3.901304e-07 4.533636e-11 3.900089e-13 16 Nonlinear solution status: time= 0.693213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.312645 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.009467e-17 0.000000e+00 energy 1.418783e-08 1.673368e-15 1.418783e-10 displacement 3.901304e-07 2.295340e-11 3.900729e-13 17 Nonlinear solution status: time= 0.693213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.429404 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.338794e-17 0.000000e+00 energy 1.418783e-08 2.457657e-15 1.418783e-10 displacement 3.901304e-07 4.946527e-11 3.901050e-13 18 Nonlinear solution status: time= 0.693213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.354824 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.852710e-17 0.000000e+00 energy 1.418783e-08 2.818007e-15 1.418783e-10 displacement 3.901304e-07 6.607953e-11 3.901750e-13 19 Nonlinear solution status: time= 0.693213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.173236 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.995922e-17 0.000000e+00 energy 1.418783e-08 9.968764e-16 1.418783e-10 displacement 3.901304e-07 1.948317e-11 3.902265e-13 20 Nonlinear solution status: time= 0.693213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.199595 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.954058e-17 0.000000e+00 energy 1.418783e-08 1.005583e-15 1.418783e-10 displacement 3.901304e-07 1.638386e-11 3.902262e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.693213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.365203 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.140645e-17 0.000000e+00 energy 1.418783e-08 8.714392e-16 1.418783e-10 displacement 3.901304e-07 5.224548e-11 3.900557e-13 22 Nonlinear solution status: time= 0.693213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.106338 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.879176e-17 0.000000e+00 energy 1.418783e-08 3.894204e-16 1.418783e-10 displacement 3.901304e-07 3.083817e-11 3.899690e-13 23 Nonlinear solution status: time= 0.693213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.135228 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.957321e-17 0.000000e+00 energy 1.418783e-08 8.118267e-16 1.418783e-10 displacement 3.901304e-07 2.221224e-11 3.899335e-13 24 Nonlinear solution status: time= 0.693213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.097812 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.035261e-17 0.000000e+00 energy 1.418783e-08 4.009836e-16 1.418783e-10 displacement 3.901304e-07 7.131965e-12 3.899308e-13 25 Nonlinear solution status: time= 0.693213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.211699 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.412303e-17 0.000000e+00 energy 1.418783e-08 5.640423e-16 1.418783e-10 displacement 3.901304e-07 1.438409e-11 3.899422e-13 26 Nonlinear solution status: time= 0.693213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.323442 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.880788e-17 0.000000e+00 energy 1.418783e-08 9.569240e-16 1.418783e-10 displacement 3.901304e-07 6.664001e-11 3.900396e-13 27 Nonlinear solution status: time= 0.693213 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.440660 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 5.087421e-17 0.000000e+00 energy 1.418783e-08 1.374840e-15 1.418783e-10 displacement 3.901304e-07 4.433472e-11 3.901505e-13 28 Nonlinear solution status: time= 0.693213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.259514 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.483929e-17 0.000000e+00 energy 1.418783e-08 7.151036e-16 1.418783e-10 displacement 3.901304e-07 2.377555e-11 3.901989e-13 29 Nonlinear solution status: time= 0.693213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.333363 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.567235e-17 0.000000e+00 energy 1.418783e-08 7.448687e-16 1.418783e-10 displacement 3.901304e-07 3.577835e-11 3.901727e-13 30 Nonlinear solution status: time= 0.693213 stiffness updates = 9 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.153709 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.845248e-17 0.000000e+00 energy 1.418783e-08 7.936763e-16 1.418783e-10 displacement 3.901304e-07 2.710980e-11 3.901544e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.693213 stiffness updates = 0 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.440745 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.183761e-17 0.000000e+00 energy 1.418783e-08 4.499945e-16 1.418783e-10 displacement 3.901304e-07 4.345874e-11 3.900079e-13 32 Nonlinear solution status: time= 0.693213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.106977 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 7.526217e-18 0.000000e+00 energy 1.418783e-08 1.163113e-16 1.418783e-10 displacement 3.901304e-07 2.079668e-11 3.899504e-13 33 Nonlinear solution status: time= 0.693213 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.154626 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.465276e-18 0.000000e+00 energy 1.418783e-08 1.097317e-16 1.418783e-10 displacement 3.901304e-07 1.058934e-11 3.899310e-13 34 Nonlinear solution status: time= 0.693213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.155013 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.756475e-18 0.000000e+00 energy 1.418783e-08 8.038678e-17 1.418783e-10 displacement 3.901304e-07 2.507649e-12 3.899291e-13 35 Nonlinear solution status: time= 0.693213 stiffness updates = 4 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.218715 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.146986e-18 0.000000e+00 energy 1.418783e-08 8.252957e-17 1.418783e-10 displacement 3.901304e-07 2.682851e-12 3.899327e-13 36 Nonlinear solution status: time= 0.693213 stiffness updates = 5 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.253678 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.284883e-18 0.000000e+00 energy 1.418783e-08 9.599011e-17 1.418783e-10 displacement 3.901304e-07 4.573488e-12 3.899442e-13 37 Nonlinear solution status: time= 0.693213 stiffness updates = 6 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.265589 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.973527e-18 0.000000e+00 energy 1.418783e-08 1.081505e-16 1.418783e-10 displacement 3.901304e-07 6.032023e-12 3.899660e-13 38 Nonlinear solution status: time= 0.693213 stiffness updates = 7 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.374348 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.803067e-18 0.000000e+00 energy 1.418783e-08 1.587564e-16 1.418783e-10 displacement 3.901304e-07 3.741706e-12 3.899808e-13 39 Nonlinear solution status: time= 0.693213 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.153059 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.046145e-18 0.000000e+00 energy 1.418783e-08 5.841469e-17 1.418783e-10 displacement 3.901304e-07 1.216360e-12 3.899805e-13 40 Nonlinear solution status: time= 0.693213 stiffness updates = 9 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.194426 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 2.276345e-18 0.000000e+00 energy 1.418783e-08 5.424611e-17 1.418783e-10 displacement 3.901304e-07 2.943514e-12 3.899676e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.693213 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.382326 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.721652e-18 0.000000e+00 energy 1.418783e-08 3.005237e-17 1.418783e-10 displacement 3.901304e-07 6.714287e-12 3.899436e-13 42 Nonlinear solution status: time= 0.693213 stiffness updates = 1 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.071777 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 1.489506e-18 0.000000e+00 energy 1.418783e-08 2.153485e-17 1.418783e-10 displacement 3.901304e-07 5.256343e-12 3.899327e-13 43 Nonlinear solution status: time= 0.693213 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.061432 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 8.833167e-19 0.000000e+00 energy 1.418783e-08 1.958776e-17 1.418783e-10 displacement 3.901304e-07 1.382065e-12 3.899305e-13 44 Nonlinear solution status: time= 0.693213 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.066781 convergence norms : INITIAL CURRENT REQUIRED residual 6.089817e-09 3.834033e-19 0.000000e+00 energy 1.418783e-08 1.289803e-17 1.418783e-10 displacement 3.901304e-07 2.507835e-13 3.899299e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.693213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 52 : 0.703213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000703213 Setting parameter "scale" to : 0.000703213 Setting parameter "scale" to : 0.000703213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.703213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.655372e-16 0.000000e+00 energy 1.409380e-08 3.332327e-13 1.409380e-10 displacement 3.897319e-07 3.897319e-07 3.897319e-13 2 Nonlinear solution status: time= 0.703213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.591133 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.398147e-16 0.000000e+00 energy 1.409380e-08 8.317513e-15 1.409380e-10 displacement 3.897319e-07 1.576957e-10 3.897516e-13 3 Nonlinear solution status: time= 0.703213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.229427 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 4.877533e-17 0.000000e+00 energy 1.409380e-08 2.691146e-15 1.409380e-10 displacement 3.897319e-07 1.078392e-11 3.897606e-13 4 Nonlinear solution status: time= 0.703213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.455268 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.236319e-16 0.000000e+00 energy 1.409380e-08 3.598605e-15 1.409380e-10 displacement 3.897319e-07 6.099499e-11 3.896932e-13 5 Nonlinear solution status: time= 0.703213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.175746 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.431102e-16 0.000000e+00 energy 1.409380e-08 4.680863e-15 1.409380e-10 displacement 3.897319e-07 1.701717e-10 3.898455e-13 6 Nonlinear solution status: time= 0.703213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.138692 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.570341e-16 0.000000e+00 energy 1.409380e-08 2.989442e-15 1.409380e-10 displacement 3.897319e-07 1.286626e-10 3.902338e-13 7 Nonlinear solution status: time= 0.703213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.153510 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.813562e-16 0.000000e+00 energy 1.409380e-08 3.900059e-15 1.409380e-10 displacement 3.897319e-07 4.134794e-11 3.905161e-13 8 Nonlinear solution status: time= 0.703213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.138094 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 2.975205e-16 0.000000e+00 energy 1.409380e-08 2.899168e-15 1.409380e-10 displacement 3.897319e-07 1.857702e-11 3.903860e-13 9 Nonlinear solution status: time= 0.703213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.195290 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.480055e-16 0.000000e+00 energy 1.409380e-08 4.514912e-15 1.409380e-10 displacement 3.897319e-07 1.765980e-10 3.900185e-13 10 Nonlinear solution status: time= 0.703213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.116114 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.276757e-16 0.000000e+00 energy 1.409380e-08 2.420343e-15 1.409380e-10 displacement 3.897319e-07 6.231888e-11 3.899210e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.703213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.520192 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 3.584269e-17 0.000000e+00 energy 1.409380e-08 1.480314e-15 1.409380e-10 displacement 3.897319e-07 1.033400e-10 3.896273e-13 12 Nonlinear solution status: time= 0.703213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.097794 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.081511e-17 0.000000e+00 energy 1.409380e-08 2.122531e-17 1.409380e-10 displacement 3.897319e-07 3.129005e-11 3.895495e-13 13 Nonlinear solution status: time= 0.703213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.170559 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 8.025754e-18 0.000000e+00 energy 1.409380e-08 5.173529e-16 1.409380e-10 displacement 3.897319e-07 8.492275e-12 3.895354e-13 14 Nonlinear solution status: time= 0.703213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.119609 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 5.362852e-18 0.000000e+00 energy 1.409380e-08 3.169113e-16 1.409380e-10 displacement 3.897319e-07 2.781488e-12 3.895367e-13 15 Nonlinear solution status: time= 0.703213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.252688 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 6.430343e-18 0.000000e+00 energy 1.409380e-08 3.583821e-16 1.409380e-10 displacement 3.897319e-07 1.114646e-11 3.895557e-13 16 Nonlinear solution status: time= 0.703213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.245919 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 7.327775e-18 0.000000e+00 energy 1.409380e-08 4.940896e-16 1.409380e-10 displacement 3.897319e-07 1.805238e-11 3.896035e-13 17 Nonlinear solution status: time= 0.703213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.260757 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 6.001501e-18 0.000000e+00 energy 1.409380e-08 3.203374e-16 1.409380e-10 displacement 3.897319e-07 8.050619e-12 3.896421e-13 18 Nonlinear solution status: time= 0.703213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.276384 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.156442e-17 0.000000e+00 energy 1.409380e-08 5.895113e-16 1.409380e-10 displacement 3.897319e-07 7.539866e-12 3.896592e-13 19 Nonlinear solution status: time= 0.703213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.176582 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.262462e-17 0.000000e+00 energy 1.409380e-08 5.916908e-16 1.409380e-10 displacement 3.897319e-07 8.138634e-12 3.896674e-13 20 Nonlinear solution status: time= 0.703213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.088292 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.001253e-17 0.000000e+00 energy 1.409380e-08 2.420639e-16 1.409380e-10 displacement 3.897319e-07 2.106616e-12 3.896672e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.703213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.335227 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 5.833907e-18 0.000000e+00 energy 1.409380e-08 1.916789e-16 1.409380e-10 displacement 3.897319e-07 1.844860e-11 3.895885e-13 22 Nonlinear solution status: time= 0.703213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.078269 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 4.729182e-18 0.000000e+00 energy 1.409380e-08 4.273085e-17 1.409380e-10 displacement 3.897319e-07 1.832854e-11 3.895434e-13 23 Nonlinear solution status: time= 0.703213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.096103 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 4.524271e-18 0.000000e+00 energy 1.409380e-08 2.476413e-16 1.409380e-10 displacement 3.897319e-07 9.890715e-12 3.895325e-13 24 Nonlinear solution status: time= 0.703213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.047176 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.297751e-18 0.000000e+00 energy 1.409380e-08 3.505347e-17 1.409380e-10 displacement 3.897319e-07 4.758287e-13 3.895317e-13 25 Nonlinear solution status: time= 0.703213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.120299 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.323934e-18 0.000000e+00 energy 1.409380e-08 6.816985e-17 1.409380e-10 displacement 3.897319e-07 1.915954e-12 3.895319e-13 26 Nonlinear solution status: time= 0.703213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.304954 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 2.935619e-18 0.000000e+00 energy 1.409380e-08 1.891664e-16 1.409380e-10 displacement 3.897319e-07 1.438741e-11 3.895498e-13 27 Nonlinear solution status: time= 0.703213 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.328200 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.536963e-18 0.000000e+00 energy 1.409380e-08 2.689194e-16 1.409380e-10 displacement 3.897319e-07 2.628255e-11 3.896103e-13 28 Nonlinear solution status: time= 0.703213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.583787 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 2.354010e-18 0.000000e+00 energy 1.409380e-08 1.400284e-16 1.409380e-10 displacement 3.897319e-07 6.220620e-12 3.896093e-13 29 Nonlinear solution status: time= 0.703213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.243501 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 5.699727e-18 0.000000e+00 energy 1.409380e-08 2.762100e-16 1.409380e-10 displacement 3.897319e-07 1.076857e-11 3.895967e-13 30 Nonlinear solution status: time= 0.703213 stiffness updates = 9 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.156436 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 4.969821e-18 0.000000e+00 energy 1.409380e-08 2.160184e-16 1.409380e-10 displacement 3.897319e-07 9.943286e-12 3.895946e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.703213 stiffness updates = 0 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.428746 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 3.366723e-18 0.000000e+00 energy 1.409380e-08 4.210050e-17 1.409380e-10 displacement 3.897319e-07 1.256303e-11 3.895525e-13 32 Nonlinear solution status: time= 0.703213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.069194 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 2.549190e-18 0.000000e+00 energy 1.409380e-08 7.154286e-17 1.409380e-10 displacement 3.897319e-07 1.103845e-11 3.895344e-13 33 Nonlinear solution status: time= 0.703213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.058644 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 5.575678e-19 0.000000e+00 energy 1.409380e-08 1.688473e-17 1.409380e-10 displacement 3.897319e-07 1.477792e-12 3.895321e-13 34 Nonlinear solution status: time= 0.703213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.095676 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 7.268633e-19 0.000000e+00 energy 1.409380e-08 4.133891e-17 1.409380e-10 displacement 3.897319e-07 7.820327e-13 3.895320e-13 35 Nonlinear solution status: time= 0.703213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.229382 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 1.037213e-18 0.000000e+00 energy 1.409380e-08 6.022844e-17 1.409380e-10 displacement 3.897319e-07 2.101917e-12 3.895348e-13 36 Nonlinear solution status: time= 0.703213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.323486 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 6.746983e-19 0.000000e+00 energy 1.409380e-08 1.081235e-16 1.409380e-10 displacement 3.897319e-07 1.048202e-11 3.895541e-13 37 Nonlinear solution status: time= 0.703213 stiffness updates = 6 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.557518 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 6.602186e-19 0.000000e+00 energy 1.409380e-08 7.933827e-17 1.409380e-10 displacement 3.897319e-07 3.253027e-12 3.895635e-13 38 Nonlinear solution status: time= 0.703213 stiffness updates = 7 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.476693 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 6.780465e-19 0.000000e+00 energy 1.409380e-08 3.520369e-17 1.409380e-10 displacement 3.897319e-07 3.762443e-12 3.895551e-13 39 Nonlinear solution status: time= 0.703213 stiffness updates = 8 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.169208 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 5.891872e-19 0.000000e+00 energy 1.409380e-08 1.082012e-17 1.409380e-10 displacement 3.897319e-07 1.780237e-12 3.895487e-13 40 Nonlinear solution status: time= 0.703213 stiffness updates = 9 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.132312 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 7.991399e-19 0.000000e+00 energy 1.409380e-08 2.189849e-17 1.409380e-10 displacement 3.897319e-07 1.437392e-12 3.895437e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.703213 stiffness updates = 0 right hand side evaluations = 100 stiffness matrix reformations = 5 step from line search = 0.326774 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 8.154617e-19 0.000000e+00 energy 1.409380e-08 3.626788e-18 1.409380e-10 displacement 3.897319e-07 1.515192e-12 3.895373e-13 42 Nonlinear solution status: time= 0.703213 stiffness updates = 1 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.074686 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 6.592511e-19 0.000000e+00 energy 1.409380e-08 8.283805e-18 1.409380e-10 displacement 3.897319e-07 1.640361e-12 3.895336e-13 43 Nonlinear solution status: time= 0.703213 stiffness updates = 2 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.077686 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 7.510396e-19 0.000000e+00 energy 1.409380e-08 3.102098e-17 1.409380e-10 displacement 3.897319e-07 1.184678e-12 3.895322e-13 44 Nonlinear solution status: time= 0.703213 stiffness updates = 3 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.030371 convergence norms : INITIAL CURRENT REQUIRED residual 6.012212e-09 4.397915e-19 0.000000e+00 energy 1.409380e-08 2.331795e-18 1.409380e-10 displacement 3.897319e-07 6.156589e-14 3.895321e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.703213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 53 : 0.713213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000713213 Setting parameter "scale" to : 0.000713213 Setting parameter "scale" to : 0.000713213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.713213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 1.595481e-16 0.000000e+00 energy 1.400051e-08 3.296313e-13 1.400051e-10 displacement 3.893340e-07 3.893340e-07 3.893340e-13 2 Nonlinear solution status: time= 0.713213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.626025 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.303070e-17 0.000000e+00 energy 1.400051e-08 5.778421e-15 1.400051e-10 displacement 3.893340e-07 7.302022e-11 3.892728e-13 3 Nonlinear solution status: time= 0.713213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.530627 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 6.618718e-17 0.000000e+00 energy 1.400051e-08 1.047550e-15 1.400051e-10 displacement 3.893340e-07 4.958542e-12 3.892085e-13 4 Nonlinear solution status: time= 0.713213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.233325 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.489157e-17 0.000000e+00 energy 1.400051e-08 2.349694e-16 1.400051e-10 displacement 3.893340e-07 1.785447e-11 3.891334e-13 5 Nonlinear solution status: time= 0.713213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.128781 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 6.232910e-17 0.000000e+00 energy 1.400051e-08 4.780119e-16 1.400051e-10 displacement 3.893340e-07 1.207275e-11 3.891093e-13 6 Nonlinear solution status: time= 0.713213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.137820 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 5.879445e-17 0.000000e+00 energy 1.400051e-08 1.676878e-16 1.400051e-10 displacement 3.893340e-07 5.684003e-12 3.891114e-13 7 Nonlinear solution status: time= 0.713213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.196045 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.253049e-17 0.000000e+00 energy 1.400051e-08 3.655167e-17 1.400051e-10 displacement 3.893340e-07 1.611659e-12 3.891171e-13 8 Nonlinear solution status: time= 0.713213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.175456 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 3.526974e-17 0.000000e+00 energy 1.400051e-08 4.303491e-16 1.400051e-10 displacement 3.893340e-07 3.222069e-12 3.891237e-13 9 Nonlinear solution status: time= 0.713213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.125906 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 2.586358e-17 0.000000e+00 energy 1.400051e-08 6.947533e-16 1.400051e-10 displacement 3.893340e-07 6.915536e-12 3.891454e-13 10 Nonlinear solution status: time= 0.713213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.070833 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 2.636116e-17 0.000000e+00 energy 1.400051e-08 2.869966e-16 1.400051e-10 displacement 3.893340e-07 1.694719e-12 3.891637e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.713213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.355262 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 1.253646e-17 0.000000e+00 energy 1.400051e-08 1.257451e-16 1.400051e-10 displacement 3.893340e-07 2.599234e-12 3.891503e-13 12 Nonlinear solution status: time= 0.713213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.085957 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 7.363045e-18 0.000000e+00 energy 1.400051e-08 3.108217e-16 1.400051e-10 displacement 3.893340e-07 3.531642e-12 3.891391e-13 13 Nonlinear solution status: time= 0.713213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.065934 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 5.404168e-18 0.000000e+00 energy 1.400051e-08 1.163164e-16 1.400051e-10 displacement 3.893340e-07 7.522605e-13 3.891356e-13 14 Nonlinear solution status: time= 0.713213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.107565 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.486752e-18 0.000000e+00 energy 1.400051e-08 1.705602e-16 1.400051e-10 displacement 3.893340e-07 9.709294e-13 3.891331e-13 15 Nonlinear solution status: time= 0.713213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.235204 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 1.305940e-17 0.000000e+00 energy 1.400051e-08 2.400542e-16 1.400051e-10 displacement 3.893340e-07 3.606635e-12 3.891337e-13 16 Nonlinear solution status: time= 0.713213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.256735 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 1.371927e-17 0.000000e+00 energy 1.400051e-08 3.153594e-16 1.400051e-10 displacement 3.893340e-07 5.226851e-12 3.891419e-13 17 Nonlinear solution status: time= 0.713213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.326074 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.697472e-18 0.000000e+00 energy 1.400051e-08 3.601000e-16 1.400051e-10 displacement 3.893340e-07 7.714066e-12 3.891610e-13 18 Nonlinear solution status: time= 0.713213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.512583 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.869038e-18 0.000000e+00 energy 1.400051e-08 2.095223e-16 1.400051e-10 displacement 3.893340e-07 3.149797e-12 3.891635e-13 19 Nonlinear solution status: time= 0.713213 stiffness updates = 8 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.282646 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 7.397247e-18 0.000000e+00 energy 1.400051e-08 1.707395e-16 1.400051e-10 displacement 3.893340e-07 3.668997e-12 3.891598e-13 20 Nonlinear solution status: time= 0.713213 stiffness updates = 9 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.158894 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 5.339724e-18 0.000000e+00 energy 1.400051e-08 5.961089e-17 1.400051e-10 displacement 3.893340e-07 2.819359e-12 3.891577e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.713213 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 0.289729 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 3.855777e-18 0.000000e+00 energy 1.400051e-08 2.666741e-17 1.400051e-10 displacement 3.893340e-07 1.865876e-12 3.891482e-13 22 Nonlinear solution status: time= 0.713213 stiffness updates = 1 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.076143 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.200465e-18 0.000000e+00 energy 1.400051e-08 7.121419e-17 1.400051e-10 displacement 3.893340e-07 2.241369e-12 3.891402e-13 23 Nonlinear solution status: time= 0.713213 stiffness updates = 2 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.071009 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.719538e-18 0.000000e+00 energy 1.400051e-08 1.381664e-16 1.400051e-10 displacement 3.893340e-07 2.448417e-12 3.891357e-13 24 Nonlinear solution status: time= 0.713213 stiffness updates = 3 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.045831 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 2.088274e-18 0.000000e+00 energy 1.400051e-08 4.758840e-17 1.400051e-10 displacement 3.893340e-07 4.230873e-13 3.891350e-13 25 Nonlinear solution status: time= 0.713213 stiffness updates = 4 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.160758 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 5.358272e-18 0.000000e+00 energy 1.400051e-08 8.107367e-17 1.400051e-10 displacement 3.893340e-07 1.165949e-12 3.891352e-13 26 Nonlinear solution status: time= 0.713213 stiffness updates = 5 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.225581 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 3.893625e-18 0.000000e+00 energy 1.400051e-08 1.044265e-16 1.400051e-10 displacement 3.893340e-07 2.394616e-12 3.891386e-13 27 Nonlinear solution status: time= 0.713213 stiffness updates = 6 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.300350 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 1.988388e-18 0.000000e+00 energy 1.400051e-08 8.228915e-17 1.400051e-10 displacement 3.893340e-07 1.549521e-12 3.891424e-13 28 Nonlinear solution status: time= 0.713213 stiffness updates = 7 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.493351 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 3.283096e-18 0.000000e+00 energy 1.400051e-08 1.644638e-16 1.400051e-10 displacement 3.893340e-07 2.522315e-12 3.891451e-13 29 Nonlinear solution status: time= 0.713213 stiffness updates = 8 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.269064 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 3.217329e-18 0.000000e+00 energy 1.400051e-08 8.075671e-17 1.400051e-10 displacement 3.893340e-07 9.549917e-13 3.891461e-13 30 Nonlinear solution status: time= 0.713213 stiffness updates = 9 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.261108 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 8.257987e-18 0.000000e+00 energy 1.400051e-08 1.547696e-16 1.400051e-10 displacement 3.893340e-07 1.748659e-12 3.891475e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.713213 stiffness updates = 0 right hand side evaluations = 73 stiffness matrix reformations = 4 step from line search = 0.301901 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 5.954684e-18 0.000000e+00 energy 1.400051e-08 4.353172e-17 1.400051e-10 displacement 3.893340e-07 1.282454e-12 3.891418e-13 32 Nonlinear solution status: time= 0.713213 stiffness updates = 1 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.074552 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 4.571617e-18 0.000000e+00 energy 1.400051e-08 5.511917e-17 1.400051e-10 displacement 3.893340e-07 1.999481e-12 3.891373e-13 33 Nonlinear solution status: time= 0.713213 stiffness updates = 2 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.066038 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 2.283736e-18 0.000000e+00 energy 1.400051e-08 1.140787e-16 1.400051e-10 displacement 3.893340e-07 2.136873e-12 3.891360e-13 34 Nonlinear solution status: time= 0.713213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.048954 convergence norms : INITIAL CURRENT REQUIRED residual 5.936083e-09 2.625268e-18 0.000000e+00 energy 1.400051e-08 2.291403e-17 1.400051e-10 displacement 3.893340e-07 1.993923e-13 3.891358e-13 convergence summary number of iterations : 34 number of reformations : 4 ------- converged at time : 0.713213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 54 : 0.723213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000723213 Setting parameter "scale" to : 0.000723213 Setting parameter "scale" to : 0.000723213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.723213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.723538e-16 0.000000e+00 energy 1.390804e-08 3.266449e-13 1.390804e-10 displacement 3.889368e-07 3.889368e-07 3.889368e-13 2 Nonlinear solution status: time= 0.723213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608735 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.047101e-16 0.000000e+00 energy 1.390804e-08 1.122313e-14 1.390804e-10 displacement 3.889368e-07 1.019979e-10 3.889026e-13 3 Nonlinear solution status: time= 0.723213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.440874 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.282460e-16 0.000000e+00 energy 1.390804e-08 4.394073e-15 1.390804e-10 displacement 3.889368e-07 7.682054e-12 3.888681e-13 4 Nonlinear solution status: time= 0.723213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.251670 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.649504e-16 0.000000e+00 energy 1.390804e-08 2.842447e-15 1.390804e-10 displacement 3.889368e-07 9.949068e-12 3.888283e-13 5 Nonlinear solution status: time= 0.723213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.198712 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.919356e-16 0.000000e+00 energy 1.390804e-08 4.964277e-15 1.390804e-10 displacement 3.889368e-07 2.313197e-11 3.887991e-13 6 Nonlinear solution status: time= 0.723213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.151074 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.333187e-16 0.000000e+00 energy 1.390804e-08 5.061134e-15 1.390804e-10 displacement 3.889368e-07 1.945101e-11 3.888120e-13 7 Nonlinear solution status: time= 0.723213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.106995 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.869313e-16 0.000000e+00 energy 1.390804e-08 2.022396e-15 1.390804e-10 displacement 3.889368e-07 7.934281e-12 3.888346e-13 8 Nonlinear solution status: time= 0.723213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.092002 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.991675e-16 0.000000e+00 energy 1.390804e-08 2.056812e-15 1.390804e-10 displacement 3.889368e-07 5.270769e-12 3.888530e-13 9 Nonlinear solution status: time= 0.723213 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.155977 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.537522e-16 0.000000e+00 energy 1.390804e-08 2.658959e-15 1.390804e-10 displacement 3.889368e-07 8.557417e-12 3.888678e-13 10 Nonlinear solution status: time= 0.723213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.214034 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.325704e-16 0.000000e+00 energy 1.390804e-08 6.413422e-15 1.390804e-10 displacement 3.889368e-07 2.436828e-11 3.888842e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.723213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.477472 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 7.454704e-17 0.000000e+00 energy 1.390804e-08 1.346965e-15 1.390804e-10 displacement 3.889368e-07 3.025349e-11 3.887932e-13 12 Nonlinear solution status: time= 0.723213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.106868 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.277273e-17 0.000000e+00 energy 1.390804e-08 1.774402e-15 1.390804e-10 displacement 3.889368e-07 2.280845e-11 3.887460e-13 13 Nonlinear solution status: time= 0.723213 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.055128 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.328627e-17 0.000000e+00 energy 1.390804e-08 4.808293e-16 1.390804e-10 displacement 3.889368e-07 1.945378e-12 3.887399e-13 14 Nonlinear solution status: time= 0.723213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.225898 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 4.058855e-17 0.000000e+00 energy 1.390804e-08 1.526695e-15 1.390804e-10 displacement 3.889368e-07 1.346039e-11 3.887409e-13 15 Nonlinear solution status: time= 0.723213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.274094 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.284806e-17 0.000000e+00 energy 1.390804e-08 1.903984e-15 1.390804e-10 displacement 3.889368e-07 3.094668e-11 3.887767e-13 16 Nonlinear solution status: time= 0.723213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.315274 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.847064e-17 0.000000e+00 energy 1.390804e-08 1.607932e-15 1.390804e-10 displacement 3.889368e-07 5.294398e-11 3.888700e-13 17 Nonlinear solution status: time= 0.723213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.479915 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.510055e-17 0.000000e+00 energy 1.390804e-08 2.493717e-15 1.390804e-10 displacement 3.889368e-07 7.146457e-11 3.890389e-13 18 Nonlinear solution status: time= 0.723213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.329054 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.692211e-17 0.000000e+00 energy 1.390804e-08 2.117008e-15 1.390804e-10 displacement 3.889368e-07 3.979206e-11 3.891651e-13 19 Nonlinear solution status: time= 0.723213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.214170 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.366769e-17 0.000000e+00 energy 1.390804e-08 1.061039e-15 1.390804e-10 displacement 3.889368e-07 1.849919e-11 3.891491e-13 20 Nonlinear solution status: time= 0.723213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.168586 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 4.746707e-17 0.000000e+00 energy 1.390804e-08 1.292097e-15 1.390804e-10 displacement 3.889368e-07 4.972454e-11 3.890947e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.723213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.426419 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.403316e-17 0.000000e+00 energy 1.390804e-08 6.073667e-16 1.390804e-10 displacement 3.889368e-07 6.805491e-11 3.888678e-13 22 Nonlinear solution status: time= 0.723213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.090509 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.311632e-17 0.000000e+00 energy 1.390804e-08 7.435211e-16 1.390804e-10 displacement 3.889368e-07 5.452951e-11 3.887609e-13 23 Nonlinear solution status: time= 0.723213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.073524 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 9.911102e-18 0.000000e+00 energy 1.390804e-08 1.854063e-16 1.390804e-10 displacement 3.889368e-07 9.449706e-12 3.887429e-13 24 Nonlinear solution status: time= 0.723213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.096588 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 4.914104e-18 0.000000e+00 energy 1.390804e-08 1.454728e-16 1.390804e-10 displacement 3.889368e-07 2.786714e-12 3.887383e-13 25 Nonlinear solution status: time= 0.723213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.219464 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.645292e-17 0.000000e+00 energy 1.390804e-08 5.622971e-16 1.390804e-10 displacement 3.889368e-07 2.277732e-11 3.887525e-13 26 Nonlinear solution status: time= 0.723213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.251882 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.134978e-17 0.000000e+00 energy 1.390804e-08 8.032965e-16 1.390804e-10 displacement 3.889368e-07 4.130919e-11 3.888341e-13 27 Nonlinear solution status: time= 0.723213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.325953 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.277686e-17 0.000000e+00 energy 1.390804e-08 5.515109e-16 1.390804e-10 displacement 3.889368e-07 1.707719e-11 3.889022e-13 28 Nonlinear solution status: time= 0.723213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.505475 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.835793e-17 0.000000e+00 energy 1.390804e-08 5.276724e-16 1.390804e-10 displacement 3.889368e-07 2.388454e-11 3.888716e-13 29 Nonlinear solution status: time= 0.723213 stiffness updates = 8 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.225294 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.963134e-17 0.000000e+00 energy 1.390804e-08 5.805305e-16 1.390804e-10 displacement 3.889368e-07 2.507337e-11 3.888411e-13 30 Nonlinear solution status: time= 0.723213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.105729 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.333881e-17 0.000000e+00 energy 1.390804e-08 2.367206e-16 1.390804e-10 displacement 3.889368e-07 8.389207e-12 3.888320e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.723213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.314190 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 8.233514e-18 0.000000e+00 energy 1.390804e-08 1.610781e-16 1.390804e-10 displacement 3.889368e-07 9.507174e-12 3.887868e-13 32 Nonlinear solution status: time= 0.723213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.086996 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 6.917633e-18 0.000000e+00 energy 1.390804e-08 7.353140e-17 1.390804e-10 displacement 3.889368e-07 9.261870e-12 3.887547e-13 33 Nonlinear solution status: time= 0.723213 stiffness updates = 2 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.085102 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 6.735271e-18 0.000000e+00 energy 1.390804e-08 2.406744e-16 1.390804e-10 displacement 3.889368e-07 8.986922e-12 3.887395e-13 34 Nonlinear solution status: time= 0.723213 stiffness updates = 3 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.065227 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.427560e-18 0.000000e+00 energy 1.390804e-08 1.001539e-16 1.390804e-10 displacement 3.889368e-07 1.507199e-12 3.887375e-13 35 Nonlinear solution status: time= 0.723213 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.190409 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 4.885337e-18 0.000000e+00 energy 1.390804e-08 1.436873e-16 1.390804e-10 displacement 3.889368e-07 3.576685e-12 3.887389e-13 36 Nonlinear solution status: time= 0.723213 stiffness updates = 5 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.291865 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 7.152483e-18 0.000000e+00 energy 1.390804e-08 2.637623e-16 1.390804e-10 displacement 3.889368e-07 1.652789e-11 3.887632e-13 37 Nonlinear solution status: time= 0.723213 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.509521 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 5.794208e-18 0.000000e+00 energy 1.390804e-08 4.980342e-16 1.390804e-10 displacement 3.889368e-07 1.764484e-11 3.888131e-13 38 Nonlinear solution status: time= 0.723213 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.520888 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 5.548848e-18 0.000000e+00 energy 1.390804e-08 3.616894e-16 1.390804e-10 displacement 3.889368e-07 7.927986e-12 3.888102e-13 39 Nonlinear solution status: time= 0.723213 stiffness updates = 8 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.366453 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 9.432432e-18 0.000000e+00 energy 1.390804e-08 2.887584e-16 1.390804e-10 displacement 3.889368e-07 1.472807e-11 3.887867e-13 40 Nonlinear solution status: time= 0.723213 stiffness updates = 9 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.149534 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 6.749078e-18 0.000000e+00 energy 1.390804e-08 1.342413e-16 1.390804e-10 displacement 3.889368e-07 9.735756e-12 3.887803e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.723213 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.413159 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.775972e-18 0.000000e+00 energy 1.390804e-08 9.388438e-17 1.390804e-10 displacement 3.889368e-07 6.582288e-12 3.887550e-13 42 Nonlinear solution status: time= 0.723213 stiffness updates = 1 right hand side evaluations = 103 stiffness matrix reformations = 5 step from line search = 0.077483 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.182131e-18 0.000000e+00 energy 1.390804e-08 1.633128e-17 1.390804e-10 displacement 3.889368e-07 4.399401e-12 3.887424e-13 43 Nonlinear solution status: time= 0.723213 stiffness updates = 2 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.113798 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 5.317761e-19 0.000000e+00 energy 1.390804e-08 3.940358e-17 1.390804e-10 displacement 3.889368e-07 2.371223e-12 3.887381e-13 44 Nonlinear solution status: time= 0.723213 stiffness updates = 3 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.150053 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 4.585935e-19 0.000000e+00 energy 1.390804e-08 3.260571e-17 1.390804e-10 displacement 3.889368e-07 9.369500e-13 3.887382e-13 45 Nonlinear solution status: time= 0.723213 stiffness updates = 4 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.226271 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 7.731775e-19 0.000000e+00 energy 1.390804e-08 3.805173e-17 1.390804e-10 displacement 3.889368e-07 1.833951e-12 3.887416e-13 46 Nonlinear solution status: time= 0.723213 stiffness updates = 5 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.309462 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 5.414421e-19 0.000000e+00 energy 1.390804e-08 4.443657e-17 1.390804e-10 displacement 3.889368e-07 3.728202e-12 3.887524e-13 47 Nonlinear solution status: time= 0.723213 stiffness updates = 6 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.315591 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 6.307243e-19 0.000000e+00 energy 1.390804e-08 4.060269e-17 1.390804e-10 displacement 3.889368e-07 1.788479e-12 3.887623e-13 48 Nonlinear solution status: time= 0.723213 stiffness updates = 7 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.249508 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 7.859649e-19 0.000000e+00 energy 1.390804e-08 3.947186e-17 1.390804e-10 displacement 3.889368e-07 8.648769e-13 3.887654e-13 49 Nonlinear solution status: time= 0.723213 stiffness updates = 8 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.230194 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.358583e-18 0.000000e+00 energy 1.390804e-08 7.962290e-17 1.390804e-10 displacement 3.889368e-07 2.179299e-12 3.887630e-13 50 Nonlinear solution status: time= 0.723213 stiffness updates = 9 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.106143 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 9.227507e-19 0.000000e+00 energy 1.390804e-08 3.281577e-17 1.390804e-10 displacement 3.889368e-07 1.153658e-12 3.887607e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.723213 stiffness updates = 0 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.457862 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 1.282687e-18 0.000000e+00 energy 1.390804e-08 6.999263e-18 1.390804e-10 displacement 3.889368e-07 5.136397e-12 3.887450e-13 52 Nonlinear solution status: time= 0.723213 stiffness updates = 1 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.062138 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 4.276906e-19 0.000000e+00 energy 1.390804e-08 1.227649e-18 1.390804e-10 displacement 3.889368e-07 2.733301e-12 3.887396e-13 53 Nonlinear solution status: time= 0.723213 stiffness updates = 2 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.098891 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 3.128511e-19 0.000000e+00 energy 1.390804e-08 2.119009e-17 1.390804e-10 displacement 3.889368e-07 9.600579e-13 3.887384e-13 54 Nonlinear solution status: time= 0.723213 stiffness updates = 3 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.038438 convergence norms : INITIAL CURRENT REQUIRED residual 5.861152e-09 2.013075e-19 0.000000e+00 energy 1.390804e-08 4.791874e-18 1.390804e-10 displacement 3.889368e-07 5.933681e-14 3.887384e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.723213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 55 : 0.733213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000733213 Setting parameter "scale" to : 0.000733213 Setting parameter "scale" to : 0.000733213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.733213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.589261e-16 0.000000e+00 energy 1.381641e-08 3.228564e-13 1.381641e-10 displacement 3.885420e-07 3.885420e-07 3.885420e-13 2 Nonlinear solution status: time= 0.733213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594667 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.363116e-17 0.000000e+00 energy 1.381641e-08 4.706530e-15 1.381641e-10 displacement 3.885420e-07 1.479984e-10 3.885480e-13 3 Nonlinear solution status: time= 0.733213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.260527 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.804241e-17 0.000000e+00 energy 1.381641e-08 1.166201e-15 1.381641e-10 displacement 3.885420e-07 7.677428e-12 3.885328e-13 4 Nonlinear solution status: time= 0.733213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.281342 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 4.006111e-17 0.000000e+00 energy 1.381641e-08 9.593289e-16 1.381641e-10 displacement 3.885420e-07 2.898844e-11 3.884674e-13 5 Nonlinear solution status: time= 0.733213 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.198258 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.510175e-17 0.000000e+00 energy 1.381641e-08 2.843787e-15 1.381641e-10 displacement 3.885420e-07 1.497930e-10 3.885320e-13 6 Nonlinear solution status: time= 0.733213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.099615 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.984811e-17 0.000000e+00 energy 1.381641e-08 1.325814e-15 1.381641e-10 displacement 3.885420e-07 6.809184e-11 3.887436e-13 7 Nonlinear solution status: time= 0.733213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.147808 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 9.555431e-17 0.000000e+00 energy 1.381641e-08 1.189678e-15 1.381641e-10 displacement 3.885420e-07 5.906071e-11 3.890376e-13 8 Nonlinear solution status: time= 0.733213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.225290 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.044444e-16 0.000000e+00 energy 1.381641e-08 2.029071e-15 1.381641e-10 displacement 3.885420e-07 1.226767e-11 3.889145e-13 9 Nonlinear solution status: time= 0.733213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.197707 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 9.126161e-17 0.000000e+00 energy 1.381641e-08 1.670075e-15 1.381641e-10 displacement 3.885420e-07 9.002686e-11 3.886281e-13 10 Nonlinear solution status: time= 0.733213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.094311 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 9.831976e-17 0.000000e+00 energy 1.381641e-08 1.355756e-15 1.381641e-10 displacement 3.885420e-07 5.030754e-11 3.885211e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.733213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.489547 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 3.095480e-17 0.000000e+00 energy 1.381641e-08 5.415453e-16 1.381641e-10 displacement 3.885420e-07 4.107891e-11 3.883941e-13 12 Nonlinear solution status: time= 0.733213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.086109 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.707411e-17 0.000000e+00 energy 1.381641e-08 8.374341e-16 1.381641e-10 displacement 3.885420e-07 3.314053e-11 3.883467e-13 13 Nonlinear solution status: time= 0.733213 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.039579 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 6.060026e-18 0.000000e+00 energy 1.381641e-08 1.518772e-16 1.381641e-10 displacement 3.885420e-07 1.354980e-12 3.883443e-13 14 Nonlinear solution status: time= 0.733213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.225319 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.457920e-17 0.000000e+00 energy 1.381641e-08 6.169784e-16 1.381641e-10 displacement 3.885420e-07 2.501273e-11 3.883579e-13 15 Nonlinear solution status: time= 0.733213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.269555 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.336685e-17 0.000000e+00 energy 1.381641e-08 1.109635e-15 1.381641e-10 displacement 3.885420e-07 5.451094e-11 3.884441e-13 16 Nonlinear solution status: time= 0.733213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.283108 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.894261e-17 0.000000e+00 energy 1.381641e-08 1.445257e-15 1.381641e-10 displacement 3.885420e-07 8.020207e-11 3.886195e-13 17 Nonlinear solution status: time= 0.733213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.487855 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.992699e-17 0.000000e+00 energy 1.381641e-08 1.701377e-15 1.381641e-10 displacement 3.885420e-07 6.049675e-11 3.887105e-13 18 Nonlinear solution status: time= 0.733213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.217079 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.533858e-17 0.000000e+00 energy 1.381641e-08 6.702175e-16 1.381641e-10 displacement 3.885420e-07 2.589046e-11 3.887013e-13 19 Nonlinear solution status: time= 0.733213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.209826 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.360948e-17 0.000000e+00 energy 1.381641e-08 1.789008e-16 1.381641e-10 displacement 3.885420e-07 3.405499e-11 3.886287e-13 20 Nonlinear solution status: time= 0.733213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.113481 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.447115e-17 0.000000e+00 energy 1.381641e-08 1.533725e-16 1.381641e-10 displacement 3.885420e-07 2.537792e-11 3.885787e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.733213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.345191 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.905662e-18 0.000000e+00 energy 1.381641e-08 3.234755e-16 1.381641e-10 displacement 3.885420e-07 2.793464e-11 3.884485e-13 22 Nonlinear solution status: time= 0.733213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.067688 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.548626e-17 0.000000e+00 energy 1.381641e-08 6.268739e-16 1.381641e-10 displacement 3.885420e-07 3.268492e-11 3.883665e-13 23 Nonlinear solution status: time= 0.733213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.036062 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.676375e-18 0.000000e+00 energy 1.381641e-08 4.033582e-17 1.381641e-10 displacement 3.885420e-07 7.768049e-12 3.883491e-13 24 Nonlinear solution status: time= 0.733213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.045507 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.625356e-18 0.000000e+00 energy 1.381641e-08 1.433333e-16 1.381641e-10 displacement 3.885420e-07 4.607881e-12 3.883442e-13 25 Nonlinear solution status: time= 0.733213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.187355 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 7.125645e-18 0.000000e+00 energy 1.381641e-08 2.919206e-16 1.381641e-10 displacement 3.885420e-07 1.638318e-11 3.883558e-13 26 Nonlinear solution status: time= 0.733213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.294410 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.386549e-17 0.000000e+00 energy 1.381641e-08 4.649373e-16 1.381641e-10 displacement 3.885420e-07 2.395291e-11 3.883986e-13 27 Nonlinear solution status: time= 0.733213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.285350 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.233495e-17 0.000000e+00 energy 1.381641e-08 7.159094e-16 1.381641e-10 displacement 3.885420e-07 4.899286e-11 3.884963e-13 28 Nonlinear solution status: time= 0.733213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.480743 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.921709e-17 0.000000e+00 energy 1.381641e-08 7.547283e-16 1.381641e-10 displacement 3.885420e-07 3.127554e-11 3.885458e-13 29 Nonlinear solution status: time= 0.733213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.244225 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.647896e-17 0.000000e+00 energy 1.381641e-08 4.248340e-16 1.381641e-10 displacement 3.885420e-07 1.635821e-11 3.885467e-13 30 Nonlinear solution status: time= 0.733213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.238774 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.643235e-17 0.000000e+00 energy 1.381641e-08 1.874431e-16 1.381641e-10 displacement 3.885420e-07 1.836717e-11 3.885021e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.733213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.310839 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.032690e-17 0.000000e+00 energy 1.381641e-08 1.243975e-16 1.381641e-10 displacement 3.885420e-07 1.659028e-11 3.884203e-13 32 Nonlinear solution status: time= 0.733213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.060136 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.069269e-17 0.000000e+00 energy 1.381641e-08 2.654393e-16 1.381641e-10 displacement 3.885420e-07 2.051997e-11 3.883644e-13 33 Nonlinear solution status: time= 0.733213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.040088 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 7.141106e-18 0.000000e+00 energy 1.381641e-08 9.010391e-17 1.381641e-10 displacement 3.885420e-07 9.100718e-12 3.883483e-13 34 Nonlinear solution status: time= 0.733213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.037286 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.568614e-18 0.000000e+00 energy 1.381641e-08 5.521067e-17 1.381641e-10 displacement 3.885420e-07 2.898030e-12 3.883447e-13 35 Nonlinear solution status: time= 0.733213 stiffness updates = 4 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.062124 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.035667e-18 0.000000e+00 energy 1.381641e-08 5.939008e-17 1.381641e-10 displacement 3.885420e-07 2.547578e-12 3.883447e-13 36 Nonlinear solution status: time= 0.733213 stiffness updates = 5 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.268570 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 5.121165e-18 0.000000e+00 energy 1.381641e-08 1.401290e-16 1.381641e-10 displacement 3.885420e-07 6.118928e-12 3.883510e-13 37 Nonlinear solution status: time= 0.733213 stiffness updates = 6 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.332397 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.638114e-18 0.000000e+00 energy 1.381641e-08 2.286810e-16 1.381641e-10 displacement 3.885420e-07 2.009360e-11 3.883826e-13 38 Nonlinear solution status: time= 0.733213 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.540170 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.516113e-18 0.000000e+00 energy 1.381641e-08 2.016137e-16 1.381641e-10 displacement 3.885420e-07 7.545747e-12 3.884016e-13 39 Nonlinear solution status: time= 0.733213 stiffness updates = 8 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.429222 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 4.028573e-18 0.000000e+00 energy 1.381641e-08 1.552995e-16 1.381641e-10 displacement 3.885420e-07 4.490278e-12 3.883928e-13 40 Nonlinear solution status: time= 0.733213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.191203 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 3.659673e-18 0.000000e+00 energy 1.381641e-08 1.263700e-16 1.381641e-10 displacement 3.885420e-07 4.131992e-12 3.883802e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.733213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.307076 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.776906e-18 0.000000e+00 energy 1.381641e-08 1.850013e-17 1.381641e-10 displacement 3.885420e-07 4.352622e-12 3.883620e-13 42 Nonlinear solution status: time= 0.733213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.073669 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.813803e-18 0.000000e+00 energy 1.381641e-08 6.896385e-18 1.381641e-10 displacement 3.885420e-07 4.608939e-12 3.883502e-13 43 Nonlinear solution status: time= 0.733213 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.080957 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.373691e-18 0.000000e+00 energy 1.381641e-08 8.780571e-17 1.381641e-10 displacement 3.885420e-07 3.889652e-12 3.883446e-13 44 Nonlinear solution status: time= 0.733213 stiffness updates = 3 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.046864 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.163542e-18 0.000000e+00 energy 1.381641e-08 4.025097e-17 1.381641e-10 displacement 3.885420e-07 9.851370e-13 3.883440e-13 45 Nonlinear solution status: time= 0.733213 stiffness updates = 4 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.174665 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.333707e-18 0.000000e+00 energy 1.381641e-08 6.020672e-17 1.381641e-10 displacement 3.885420e-07 1.893657e-12 3.883460e-13 46 Nonlinear solution status: time= 0.733213 stiffness updates = 5 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.303344 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 3.481423e-18 0.000000e+00 energy 1.381641e-08 1.064716e-16 1.381641e-10 displacement 3.885420e-07 5.918804e-12 3.883558e-13 47 Nonlinear solution status: time= 0.733213 stiffness updates = 6 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.303184 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 4.522179e-18 0.000000e+00 energy 1.381641e-08 1.469608e-16 1.381641e-10 displacement 3.885420e-07 8.185536e-12 3.883741e-13 48 Nonlinear solution status: time= 0.733213 stiffness updates = 7 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.256474 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 5.276592e-18 0.000000e+00 energy 1.381641e-08 8.317721e-17 1.381641e-10 displacement 3.885420e-07 1.562673e-12 3.883781e-13 49 Nonlinear solution status: time= 0.733213 stiffness updates = 8 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.381791 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.646497e-18 0.000000e+00 energy 1.381641e-08 1.850559e-16 1.381641e-10 displacement 3.885420e-07 5.089235e-12 3.883719e-13 50 Nonlinear solution status: time= 0.733213 stiffness updates = 9 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.215934 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.228016e-17 0.000000e+00 energy 1.381641e-08 1.303893e-16 1.381641e-10 displacement 3.885420e-07 4.735780e-12 3.883657e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.733213 stiffness updates = 0 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.375704 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 6.310118e-18 0.000000e+00 energy 1.381641e-08 1.048171e-17 1.381641e-10 displacement 3.885420e-07 3.878210e-12 3.883533e-13 52 Nonlinear solution status: time= 0.733213 stiffness updates = 1 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.060240 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 2.512742e-18 0.000000e+00 energy 1.381641e-08 3.864290e-17 1.381641e-10 displacement 3.885420e-07 3.367749e-12 3.883471e-13 53 Nonlinear solution status: time= 0.733213 stiffness updates = 2 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.051438 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 8.958649e-19 0.000000e+00 energy 1.381641e-08 2.869565e-17 1.381641e-10 displacement 3.885420e-07 1.472563e-12 3.883448e-13 54 Nonlinear solution status: time= 0.733213 stiffness updates = 3 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.043772 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.467714e-18 0.000000e+00 energy 1.381641e-08 2.486566e-17 1.381641e-10 displacement 3.885420e-07 6.831563e-13 3.883443e-13 55 Nonlinear solution status: time= 0.733213 stiffness updates = 4 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.111417 convergence norms : INITIAL CURRENT REQUIRED residual 5.787294e-09 1.531838e-18 0.000000e+00 energy 1.381641e-08 1.609390e-17 1.381641e-10 displacement 3.885420e-07 3.662686e-13 3.883446e-13 convergence summary number of iterations : 55 number of reformations : 6 ------- converged at time : 0.733213 AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 56 : 0.743213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000743213 Setting parameter "scale" to : 0.000743213 Setting parameter "scale" to : 0.000743213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.743213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.721822e-16 0.000000e+00 energy 1.372559e-08 3.204758e-13 1.372559e-10 displacement 3.881536e-07 3.881536e-07 3.881536e-13 2 Nonlinear solution status: time= 0.743213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.603127 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.130329e-16 0.000000e+00 energy 1.372559e-08 1.959967e-14 1.372559e-10 displacement 3.881536e-07 1.537944e-09 3.893861e-13 3 Nonlinear solution status: time= 0.743213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.302299 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 9.312126e-17 0.000000e+00 energy 1.372559e-08 4.233183e-15 1.372559e-10 displacement 3.881536e-07 2.906014e-11 3.895885e-13 4 Nonlinear solution status: time= 0.743213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.200226 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.322651e-16 0.000000e+00 energy 1.372559e-08 4.287467e-15 1.372559e-10 displacement 3.881536e-07 3.291164e-11 3.894336e-13 5 Nonlinear solution status: time= 0.743213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.135231 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.548472e-16 0.000000e+00 energy 1.372559e-08 4.362496e-15 1.372559e-10 displacement 3.881536e-07 6.416296e-11 3.891290e-13 6 Nonlinear solution status: time= 0.743213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.128303 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.045275e-16 0.000000e+00 energy 1.372559e-08 7.000791e-15 1.372559e-10 displacement 3.881536e-07 1.322627e-10 3.888012e-13 7 Nonlinear solution status: time= 0.743213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.121169 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.703868e-16 0.000000e+00 energy 1.372559e-08 1.643762e-15 1.372559e-10 displacement 3.881536e-07 1.164624e-10 3.886369e-13 8 Nonlinear solution status: time= 0.743213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.111002 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.798912e-16 0.000000e+00 energy 1.372559e-08 7.135794e-15 1.372559e-10 displacement 3.881536e-07 1.031581e-10 3.885840e-13 9 Nonlinear solution status: time= 0.743213 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.194770 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.597190e-16 0.000000e+00 energy 1.372559e-08 3.584342e-15 1.372559e-10 displacement 3.881536e-07 1.881266e-11 3.884777e-13 10 Nonlinear solution status: time= 0.743213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.211248 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.310719e-16 0.000000e+00 energy 1.372559e-08 9.606527e-15 1.372559e-10 displacement 3.881536e-07 2.730366e-10 3.883891e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.743213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.519785 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 7.564958e-17 0.000000e+00 energy 1.372559e-08 1.978503e-15 1.372559e-10 displacement 3.881536e-07 1.377746e-10 3.880593e-13 12 Nonlinear solution status: time= 0.743213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.119093 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 5.015406e-17 0.000000e+00 energy 1.372559e-08 1.684842e-15 1.372559e-10 displacement 3.881536e-07 6.416052e-11 3.879659e-13 13 Nonlinear solution status: time= 0.743213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.089921 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.723003e-17 0.000000e+00 energy 1.372559e-08 9.098207e-16 1.372559e-10 displacement 3.881536e-07 8.207239e-12 3.879560e-13 14 Nonlinear solution status: time= 0.743213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.188103 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 3.782350e-17 0.000000e+00 energy 1.372559e-08 1.775800e-15 1.372559e-10 displacement 3.881536e-07 2.992659e-11 3.879630e-13 15 Nonlinear solution status: time= 0.743213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.294650 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 3.584494e-17 0.000000e+00 energy 1.372559e-08 2.351237e-15 1.372559e-10 displacement 3.881536e-07 7.895964e-11 3.880821e-13 16 Nonlinear solution status: time= 0.743213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.315491 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.969508e-17 0.000000e+00 energy 1.372559e-08 1.610783e-15 1.372559e-10 displacement 3.881536e-07 4.617141e-11 3.882321e-13 17 Nonlinear solution status: time= 0.743213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.416952 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 3.695598e-17 0.000000e+00 energy 1.372559e-08 1.798127e-15 1.372559e-10 displacement 3.881536e-07 3.293401e-11 3.882512e-13 18 Nonlinear solution status: time= 0.743213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.162501 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.505478e-17 0.000000e+00 energy 1.372559e-08 9.923377e-16 1.372559e-10 displacement 3.881536e-07 2.862830e-11 3.882531e-13 19 Nonlinear solution status: time= 0.743213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.201991 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.708246e-17 0.000000e+00 energy 1.372559e-08 5.517775e-16 1.372559e-10 displacement 3.881536e-07 3.584283e-11 3.882410e-13 20 Nonlinear solution status: time= 0.743213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.185389 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.082552e-17 0.000000e+00 energy 1.372559e-08 4.170717e-16 1.372559e-10 displacement 3.881536e-07 1.595589e-11 3.881988e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.743213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.317632 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.361948e-17 0.000000e+00 energy 1.372559e-08 3.870726e-16 1.372559e-10 displacement 3.881536e-07 3.356036e-11 3.880670e-13 22 Nonlinear solution status: time= 0.743213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.079749 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.577156e-17 0.000000e+00 energy 1.372559e-08 8.243849e-16 1.372559e-10 displacement 3.881536e-07 4.105166e-11 3.879850e-13 23 Nonlinear solution status: time= 0.743213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.068927 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.902409e-17 0.000000e+00 energy 1.372559e-08 2.773816e-16 1.372559e-10 displacement 3.881536e-07 1.031044e-11 3.879647e-13 24 Nonlinear solution status: time= 0.743213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.063994 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.016739e-17 0.000000e+00 energy 1.372559e-08 1.874985e-16 1.372559e-10 displacement 3.881536e-07 4.502066e-12 3.879564e-13 25 Nonlinear solution status: time= 0.743213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.103168 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 7.195264e-18 0.000000e+00 energy 1.372559e-08 1.955421e-16 1.372559e-10 displacement 3.881536e-07 4.380871e-12 3.879516e-13 26 Nonlinear solution status: time= 0.743213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.263291 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.442077e-17 0.000000e+00 energy 1.372559e-08 7.858391e-16 1.372559e-10 displacement 3.881536e-07 3.748467e-11 3.879789e-13 27 Nonlinear solution status: time= 0.743213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.317793 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.076328e-17 0.000000e+00 energy 1.372559e-08 1.025233e-15 1.372559e-10 displacement 3.881536e-07 6.726190e-11 3.881060e-13 28 Nonlinear solution status: time= 0.743213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.515960 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.759955e-17 0.000000e+00 energy 1.372559e-08 1.101147e-15 1.372559e-10 displacement 3.881536e-07 5.115818e-11 3.882188e-13 29 Nonlinear solution status: time= 0.743213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.232285 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.394768e-17 0.000000e+00 energy 1.372559e-08 6.835800e-16 1.372559e-10 displacement 3.881536e-07 2.178713e-11 3.882599e-13 30 Nonlinear solution status: time= 0.743213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.145863 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.371141e-17 0.000000e+00 energy 1.372559e-08 4.805306e-16 1.372559e-10 displacement 3.881536e-07 1.610925e-11 3.882425e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.743213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.331346 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 9.547833e-18 0.000000e+00 energy 1.372559e-08 2.924270e-16 1.372559e-10 displacement 3.881536e-07 4.157956e-11 3.880790e-13 32 Nonlinear solution status: time= 0.743213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.080335 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.094276e-17 0.000000e+00 energy 1.372559e-08 1.122714e-16 1.372559e-10 displacement 3.881536e-07 3.145355e-11 3.879916e-13 33 Nonlinear solution status: time= 0.743213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.090212 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 9.862030e-18 0.000000e+00 energy 1.372559e-08 3.111116e-16 1.372559e-10 displacement 3.881536e-07 1.872199e-11 3.879592e-13 34 Nonlinear solution status: time= 0.743213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.056799 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 3.199854e-18 0.000000e+00 energy 1.372559e-08 5.797564e-17 1.372559e-10 displacement 3.881536e-07 3.653467e-12 3.879531e-13 35 Nonlinear solution status: time= 0.743213 stiffness updates = 4 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.066671 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.115775e-18 0.000000e+00 energy 1.372559e-08 6.147285e-17 1.372559e-10 displacement 3.881536e-07 1.393419e-12 3.879516e-13 36 Nonlinear solution status: time= 0.743213 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.125830 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.134925e-18 0.000000e+00 energy 1.372559e-08 9.769750e-17 1.372559e-10 displacement 3.881536e-07 2.848491e-12 3.879526e-13 37 Nonlinear solution status: time= 0.743213 stiffness updates = 6 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.293704 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 3.277527e-18 0.000000e+00 energy 1.372559e-08 2.310157e-16 1.372559e-10 displacement 3.881536e-07 1.909078e-11 3.879769e-13 38 Nonlinear solution status: time= 0.743213 stiffness updates = 7 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.303952 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.324398e-18 0.000000e+00 energy 1.372559e-08 1.910436e-16 1.372559e-10 displacement 3.881536e-07 1.118762e-11 3.880128e-13 39 Nonlinear solution status: time= 0.743213 stiffness updates = 8 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.529807 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.911516e-18 0.000000e+00 energy 1.372559e-08 1.067674e-16 1.372559e-10 displacement 3.881536e-07 7.979002e-12 3.880057e-13 40 Nonlinear solution status: time= 0.743213 stiffness updates = 9 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.207524 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.470776e-18 0.000000e+00 energy 1.372559e-08 1.440503e-16 1.372559e-10 displacement 3.881536e-07 1.111412e-11 3.880004e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.743213 stiffness updates = 0 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.255397 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.979146e-18 0.000000e+00 energy 1.372559e-08 3.085908e-17 1.372559e-10 displacement 3.881536e-07 4.533826e-12 3.879786e-13 42 Nonlinear solution status: time= 0.743213 stiffness updates = 1 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.086859 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 3.061065e-18 0.000000e+00 energy 1.372559e-08 6.571839e-17 1.372559e-10 displacement 3.881536e-07 5.743197e-12 3.879628e-13 43 Nonlinear solution status: time= 0.743213 stiffness updates = 2 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.082969 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.991144e-18 0.000000e+00 energy 1.372559e-08 6.788636e-17 1.372559e-10 displacement 3.881536e-07 4.605196e-12 3.879555e-13 44 Nonlinear solution status: time= 0.743213 stiffness updates = 3 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.046968 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.376004e-18 0.000000e+00 energy 1.372559e-08 2.374289e-17 1.372559e-10 displacement 3.881536e-07 9.389852e-13 3.879535e-13 45 Nonlinear solution status: time= 0.743213 stiffness updates = 4 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.061781 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.168392e-18 0.000000e+00 energy 1.372559e-08 4.319272e-17 1.372559e-10 displacement 3.881536e-07 9.561467e-13 3.879519e-13 46 Nonlinear solution status: time= 0.743213 stiffness updates = 5 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.112585 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 9.006105e-19 0.000000e+00 energy 1.372559e-08 3.216773e-17 1.372559e-10 displacement 3.881536e-07 6.532977e-13 3.879511e-13 47 Nonlinear solution status: time= 0.743213 stiffness updates = 6 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.312561 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.373954e-18 0.000000e+00 energy 1.372559e-08 1.022519e-16 1.372559e-10 displacement 3.881536e-07 7.382934e-12 3.879562e-13 48 Nonlinear solution status: time= 0.743213 stiffness updates = 7 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.320481 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 7.486196e-19 0.000000e+00 energy 1.372559e-08 1.369304e-16 1.372559e-10 displacement 3.881536e-07 1.131782e-11 3.879806e-13 49 Nonlinear solution status: time= 0.743213 stiffness updates = 8 right hand side evaluations = 128 stiffness matrix reformations = 5 step from line search = 0.566739 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.135710e-18 0.000000e+00 energy 1.372559e-08 5.625706e-17 1.372559e-10 displacement 3.881536e-07 2.223032e-12 3.879800e-13 50 Nonlinear solution status: time= 0.743213 stiffness updates = 9 right hand side evaluations = 131 stiffness matrix reformations = 5 step from line search = 0.154890 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.337745e-18 0.000000e+00 energy 1.372559e-08 4.434569e-17 1.372559e-10 displacement 3.881536e-07 1.944626e-12 3.879761e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.743213 stiffness updates = 0 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.273847 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.181507e-18 0.000000e+00 energy 1.372559e-08 9.697117e-18 1.372559e-10 displacement 3.881536e-07 2.824341e-12 3.879646e-13 52 Nonlinear solution status: time= 0.743213 stiffness updates = 1 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.077092 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 2.327954e-18 0.000000e+00 energy 1.372559e-08 6.238933e-17 1.372559e-10 displacement 3.881536e-07 3.532208e-12 3.879573e-13 53 Nonlinear solution status: time= 0.743213 stiffness updates = 2 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.085543 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.856191e-18 0.000000e+00 energy 1.372559e-08 4.469044e-17 1.372559e-10 displacement 3.881536e-07 2.315055e-12 3.879545e-13 54 Nonlinear solution status: time= 0.743213 stiffness updates = 3 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.051532 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 1.043918e-18 0.000000e+00 energy 1.372559e-08 9.007618e-18 1.372559e-10 displacement 3.881536e-07 5.411354e-13 3.879532e-13 55 Nonlinear solution status: time= 0.743213 stiffness updates = 4 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.037022 convergence norms : INITIAL CURRENT REQUIRED residual 5.714539e-09 7.590716e-19 0.000000e+00 energy 1.372559e-08 9.898080e-18 1.372559e-10 displacement 3.881536e-07 2.130190e-13 3.879525e-13 convergence summary number of iterations : 55 number of reformations : 6 ------- converged at time : 0.743213 ===== beginning time step 57 : 0.753213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000753213 Setting parameter "scale" to : 0.000753213 Setting parameter "scale" to : 0.000753213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.753213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.696831e-16 0.000000e+00 energy 1.363557e-08 3.167748e-13 1.363557e-10 displacement 3.877564e-07 3.877564e-07 3.877564e-13 2 Nonlinear solution status: time= 0.753213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608685 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 9.454962e-17 0.000000e+00 energy 1.363557e-08 1.202143e-14 1.363557e-10 displacement 3.877564e-07 2.091612e-10 3.878162e-13 3 Nonlinear solution status: time= 0.753213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.463361 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.280119e-16 0.000000e+00 energy 1.363557e-08 4.869140e-15 1.363557e-10 displacement 3.877564e-07 2.782747e-11 3.877874e-13 4 Nonlinear solution status: time= 0.753213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.248884 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.343780e-16 0.000000e+00 energy 1.363557e-08 3.290348e-15 1.363557e-10 displacement 3.877564e-07 8.759740e-11 3.877819e-13 5 Nonlinear solution status: time= 0.753213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.214616 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.999725e-16 0.000000e+00 energy 1.363557e-08 5.777571e-15 1.363557e-10 displacement 3.877564e-07 2.052367e-10 3.880876e-13 6 Nonlinear solution status: time= 0.753213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.179700 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.658777e-16 0.000000e+00 energy 1.363557e-08 2.290457e-15 1.363557e-10 displacement 3.877564e-07 6.954935e-11 3.884159e-13 7 Nonlinear solution status: time= 0.753213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.207422 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.385716e-16 0.000000e+00 energy 1.363557e-08 8.374110e-16 1.363557e-10 displacement 3.877564e-07 1.295080e-11 3.883580e-13 8 Nonlinear solution status: time= 0.753213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.097820 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.506277e-16 0.000000e+00 energy 1.363557e-08 1.367175e-15 1.363557e-10 displacement 3.877564e-07 2.673719e-11 3.881695e-13 9 Nonlinear solution status: time= 0.753213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.094727 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 9.459014e-17 0.000000e+00 energy 1.363557e-08 1.604781e-15 1.363557e-10 displacement 3.877564e-07 4.801735e-11 3.879545e-13 10 Nonlinear solution status: time= 0.753213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.146345 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 9.230627e-17 0.000000e+00 energy 1.363557e-08 3.284353e-15 1.363557e-10 displacement 3.877564e-07 1.173230e-10 3.877816e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.753213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.443772 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 3.521769e-17 0.000000e+00 energy 1.363557e-08 9.129985e-16 1.363557e-10 displacement 3.877564e-07 4.410105e-11 3.876328e-13 12 Nonlinear solution status: time= 0.753213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.083168 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.842306e-17 0.000000e+00 energy 1.363557e-08 7.678975e-16 1.363557e-10 displacement 3.877564e-07 3.657491e-11 3.875669e-13 13 Nonlinear solution status: time= 0.753213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.056246 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 9.793062e-18 0.000000e+00 energy 1.363557e-08 3.804776e-16 1.363557e-10 displacement 3.877564e-07 3.551687e-12 3.875598e-13 14 Nonlinear solution status: time= 0.753213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.102239 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 7.903297e-18 0.000000e+00 energy 1.363557e-08 3.674671e-16 1.363557e-10 displacement 3.877564e-07 2.719197e-12 3.875580e-13 15 Nonlinear solution status: time= 0.753213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.286665 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 3.081592e-17 0.000000e+00 energy 1.363557e-08 1.146815e-15 1.363557e-10 displacement 3.877564e-07 5.858998e-11 3.876120e-13 16 Nonlinear solution status: time= 0.753213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.293481 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 6.200434e-17 0.000000e+00 energy 1.363557e-08 1.437590e-15 1.363557e-10 displacement 3.877564e-07 7.547371e-11 3.877923e-13 17 Nonlinear solution status: time= 0.753213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.291880 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 3.663508e-17 0.000000e+00 energy 1.363557e-08 8.481706e-16 1.363557e-10 displacement 3.877564e-07 1.535497e-11 3.878769e-13 18 Nonlinear solution status: time= 0.753213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.445661 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 6.417069e-17 0.000000e+00 energy 1.363557e-08 1.464468e-15 1.363557e-10 displacement 3.877564e-07 3.359128e-11 3.877827e-13 19 Nonlinear solution status: time= 0.753213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.172624 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 3.440968e-17 0.000000e+00 energy 1.363557e-08 6.517481e-16 1.363557e-10 displacement 3.877564e-07 3.915645e-11 3.877114e-13 20 Nonlinear solution status: time= 0.753213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.142357 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 4.312667e-17 0.000000e+00 energy 1.363557e-08 5.052256e-16 1.363557e-10 displacement 3.877564e-07 2.550033e-11 3.876876e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.753213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.338062 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 2.331157e-17 0.000000e+00 energy 1.363557e-08 3.466845e-16 1.363557e-10 displacement 3.877564e-07 1.727168e-11 3.876161e-13 22 Nonlinear solution status: time= 0.753213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.064163 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.370364e-17 0.000000e+00 energy 1.363557e-08 1.655161e-16 1.363557e-10 displacement 3.877564e-07 1.570249e-11 3.875742e-13 23 Nonlinear solution status: time= 0.753213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.076327 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.087625e-17 0.000000e+00 energy 1.363557e-08 5.207305e-16 1.363557e-10 displacement 3.877564e-07 1.065067e-11 3.875607e-13 24 Nonlinear solution status: time= 0.753213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.034376 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 6.501628e-18 0.000000e+00 energy 1.363557e-08 6.515842e-17 1.363557e-10 displacement 3.877564e-07 5.499620e-13 3.875596e-13 25 Nonlinear solution status: time= 0.753213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.090908 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 2.210583e-17 0.000000e+00 energy 1.363557e-08 1.404022e-16 1.363557e-10 displacement 3.877564e-07 1.420031e-12 3.875594e-13 26 Nonlinear solution status: time= 0.753213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.138624 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 2.335859e-17 0.000000e+00 energy 1.363557e-08 1.953354e-16 1.363557e-10 displacement 3.877564e-07 2.768452e-12 3.875628e-13 27 Nonlinear solution status: time= 0.753213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.275272 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 1.409622e-17 0.000000e+00 energy 1.363557e-08 4.060145e-16 1.363557e-10 displacement 3.877564e-07 7.677545e-12 3.875778e-13 28 Nonlinear solution status: time= 0.753213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.313055 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 4.563425e-18 0.000000e+00 energy 1.363557e-08 2.885989e-16 1.363557e-10 displacement 3.877564e-07 2.767668e-12 3.875878e-13 29 Nonlinear solution status: time= 0.753213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.596521 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 7.931518e-18 0.000000e+00 energy 1.363557e-08 1.959978e-16 1.363557e-10 displacement 3.877564e-07 5.049321e-12 3.875805e-13 30 Nonlinear solution status: time= 0.753213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.241761 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 6.323108e-18 0.000000e+00 energy 1.363557e-08 6.250820e-17 1.363557e-10 displacement 3.877564e-07 3.778375e-12 3.875758e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.753213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.221990 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 5.105031e-18 0.000000e+00 energy 1.363557e-08 1.277315e-17 1.363557e-10 displacement 3.877564e-07 1.801415e-12 3.875692e-13 32 Nonlinear solution status: time= 0.753213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.049793 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 4.537668e-18 0.000000e+00 energy 1.363557e-08 3.573016e-17 1.363557e-10 displacement 3.877564e-07 1.050984e-12 3.875650e-13 33 Nonlinear solution status: time= 0.753213 stiffness updates = 2 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.064009 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 5.694416e-18 0.000000e+00 energy 1.363557e-08 1.147404e-16 1.363557e-10 displacement 3.877564e-07 2.244304e-12 3.875616e-13 34 Nonlinear solution status: time= 0.753213 stiffness updates = 3 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.044947 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 2.749260e-18 0.000000e+00 energy 1.363557e-08 4.170380e-17 1.363557e-10 displacement 3.877564e-07 7.030335e-13 3.875607e-13 35 Nonlinear solution status: time= 0.753213 stiffness updates = 4 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.047460 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 2.728395e-18 0.000000e+00 energy 1.363557e-08 3.029483e-17 1.363557e-10 displacement 3.877564e-07 4.082748e-13 3.875602e-13 36 Nonlinear solution status: time= 0.753213 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.091399 convergence norms : INITIAL CURRENT REQUIRED residual 5.642868e-09 3.549419e-18 0.000000e+00 energy 1.363557e-08 3.225267e-17 1.363557e-10 displacement 3.877564e-07 2.336157e-13 3.875600e-13 convergence summary number of iterations : 36 number of reformations : 4 ------- converged at time : 0.753213 ===== beginning time step 58 : 0.763213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000763213 Setting parameter "scale" to : 0.000763213 Setting parameter "scale" to : 0.000763213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.783961e-16 0.000000e+00 energy 1.354636e-08 3.257640e-13 1.354636e-10 displacement 3.873731e-07 3.873731e-07 3.873731e-13 2 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.592926 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.472602e-16 0.000000e+00 energy 1.354636e-08 1.043062e-13 1.354636e-10 displacement 3.873731e-07 2.759000e-09 3.897226e-13 3 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.485214 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.742758e-16 0.000000e+00 energy 1.354636e-08 5.549171e-14 1.354636e-10 displacement 3.873731e-07 2.513924e-10 3.908107e-13 4 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.112185 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.535245e-16 0.000000e+00 energy 1.354636e-08 2.059483e-14 1.354636e-10 displacement 3.873731e-07 9.454049e-11 3.910846e-13 5 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.193524 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.039474e-15 0.000000e+00 energy 1.354636e-08 3.317102e-14 1.354636e-10 displacement 3.873731e-07 3.333250e-10 3.908933e-13 6 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.145003 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 8.797671e-16 0.000000e+00 energy 1.354636e-08 1.257856e-14 1.354636e-10 displacement 3.873731e-07 8.770801e-10 3.912445e-13 7 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.138398 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.584706e-16 0.000000e+00 energy 1.354636e-08 8.561420e-15 1.354636e-10 displacement 3.873731e-07 2.889079e-10 3.916080e-13 8 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.153007 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.555972e-16 0.000000e+00 energy 1.354636e-08 5.709655e-15 1.354636e-10 displacement 3.873731e-07 1.185905e-10 3.909593e-13 9 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.110412 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.917239e-16 0.000000e+00 energy 1.354636e-08 5.631080e-15 1.354636e-10 displacement 3.873731e-07 8.506330e-11 3.900362e-13 10 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.191361 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.784264e-16 0.000000e+00 energy 1.354636e-08 1.191169e-14 1.354636e-10 displacement 3.873731e-07 3.754444e-10 3.885073e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.430708 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.072169e-16 0.000000e+00 energy 1.354636e-08 4.824365e-15 1.354636e-10 displacement 3.873731e-07 3.764548e-10 3.877235e-13 12 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.087506 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.543527e-16 0.000000e+00 energy 1.354636e-08 8.848799e-15 1.354636e-10 displacement 3.873731e-07 1.975314e-10 3.873265e-13 13 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.055862 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.252032e-16 0.000000e+00 energy 1.354636e-08 1.137203e-15 1.354636e-10 displacement 3.873731e-07 6.024706e-11 3.872051e-13 14 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.048696 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 9.928925e-17 0.000000e+00 energy 1.354636e-08 1.958915e-15 1.354636e-10 displacement 3.873731e-07 4.186312e-11 3.871860e-13 15 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.255555 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.504171e-16 0.000000e+00 energy 1.354636e-08 7.774345e-15 1.354636e-10 displacement 3.873731e-07 3.618239e-10 3.875839e-13 16 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.267566 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.840099e-16 0.000000e+00 energy 1.354636e-08 1.136260e-14 1.354636e-10 displacement 3.873731e-07 4.089724e-10 3.886825e-13 17 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.285165 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.830879e-16 0.000000e+00 energy 1.354636e-08 1.029230e-14 1.354636e-10 displacement 3.873731e-07 2.021622e-10 3.893571e-13 18 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.247096 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.823117e-16 0.000000e+00 energy 1.354636e-08 7.944174e-15 1.354636e-10 displacement 3.873731e-07 2.114718e-10 3.891807e-13 19 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.164330 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.256436e-16 0.000000e+00 energy 1.354636e-08 7.495793e-15 1.354636e-10 displacement 3.873731e-07 2.687854e-10 3.888645e-13 20 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 53 stiffness matrix reformations = 2 step from line search = 0.121395 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.071307e-16 0.000000e+00 energy 1.354636e-08 6.945020e-15 1.354636e-10 displacement 3.873731e-07 3.158103e-10 3.887713e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.345806 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.088936e-16 0.000000e+00 energy 1.354636e-08 5.740384e-15 1.354636e-10 displacement 3.873731e-07 3.879134e-10 3.877661e-13 22 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.088511 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.199307e-16 0.000000e+00 energy 1.354636e-08 2.893643e-15 1.354636e-10 displacement 3.873731e-07 1.857132e-10 3.873861e-13 23 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.070247 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 9.826489e-17 0.000000e+00 energy 1.354636e-08 2.113057e-15 1.354636e-10 displacement 3.873731e-07 5.327852e-11 3.872713e-13 24 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.086719 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.595884e-17 0.000000e+00 energy 1.354636e-08 1.903454e-15 1.354636e-10 displacement 3.873731e-07 6.202429e-11 3.872277e-13 25 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.107792 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.637302e-17 0.000000e+00 energy 1.354636e-08 2.370305e-15 1.354636e-10 displacement 3.873731e-07 7.133784e-11 3.872948e-13 26 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.211133 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.171715e-17 0.000000e+00 energy 1.354636e-08 3.432888e-15 1.354636e-10 displacement 3.873731e-07 1.007015e-10 3.875168e-13 27 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.304893 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 4.767076e-17 0.000000e+00 energy 1.354636e-08 3.800131e-15 1.354636e-10 displacement 3.873731e-07 1.220207e-10 3.878160e-13 28 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.437177 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.735819e-17 0.000000e+00 energy 1.354636e-08 4.427484e-15 1.354636e-10 displacement 3.873731e-07 1.421108e-10 3.877745e-13 29 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.345418 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.911382e-17 0.000000e+00 energy 1.354636e-08 4.357041e-15 1.354636e-10 displacement 3.873731e-07 1.984747e-10 3.877552e-13 30 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.256293 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.026860e-17 0.000000e+00 energy 1.354636e-08 3.235149e-15 1.354636e-10 displacement 3.873731e-07 1.127250e-10 3.878339e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.312179 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.942768e-17 0.000000e+00 energy 1.354636e-08 1.543861e-15 1.354636e-10 displacement 3.873731e-07 1.075690e-10 3.874860e-13 32 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.091616 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.511818e-17 0.000000e+00 energy 1.354636e-08 2.541244e-15 1.354636e-10 displacement 3.873731e-07 8.681868e-11 3.872887e-13 33 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.060477 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.180566e-17 0.000000e+00 energy 1.354636e-08 1.005320e-15 1.354636e-10 displacement 3.873731e-07 3.492257e-11 3.872225e-13 34 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.065121 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 4.740767e-17 0.000000e+00 energy 1.354636e-08 8.891100e-16 1.354636e-10 displacement 3.873731e-07 2.306139e-11 3.871944e-13 35 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.076646 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.095957e-17 0.000000e+00 energy 1.354636e-08 5.815442e-16 1.354636e-10 displacement 3.873731e-07 1.166835e-11 3.871904e-13 36 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.229641 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 4.702783e-17 0.000000e+00 energy 1.354636e-08 2.298126e-15 1.354636e-10 displacement 3.873731e-07 6.493873e-11 3.872399e-13 37 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.268144 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.606097e-17 0.000000e+00 energy 1.354636e-08 2.721134e-15 1.354636e-10 displacement 3.873731e-07 1.090310e-10 3.874364e-13 38 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.495453 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 4.313447e-17 0.000000e+00 energy 1.354636e-08 3.987719e-15 1.354636e-10 displacement 3.873731e-07 1.195520e-10 3.876730e-13 39 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.241854 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.874372e-17 0.000000e+00 energy 1.354636e-08 1.521321e-15 1.354636e-10 displacement 3.873731e-07 3.492479e-11 3.877122e-13 40 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 105 stiffness matrix reformations = 4 step from line search = 0.378824 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.986963e-17 0.000000e+00 energy 1.354636e-08 1.725591e-16 1.354636e-10 displacement 3.873731e-07 9.079270e-11 3.875368e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.259601 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.567978e-17 0.000000e+00 energy 1.354636e-08 4.357341e-16 1.354636e-10 displacement 3.873731e-07 4.485906e-11 3.873665e-13 42 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.091755 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.509177e-17 0.000000e+00 energy 1.354636e-08 1.083723e-15 1.354636e-10 displacement 3.873731e-07 4.836904e-11 3.872473e-13 43 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.063338 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.188277e-17 0.000000e+00 energy 1.354636e-08 4.790880e-16 1.354636e-10 displacement 3.873731e-07 1.859912e-11 3.872033e-13 44 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.070714 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.666095e-17 0.000000e+00 energy 1.354636e-08 3.791815e-16 1.354636e-10 displacement 3.873731e-07 1.391909e-11 3.871812e-13 45 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.077469 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.809139e-17 0.000000e+00 energy 1.354636e-08 5.609943e-16 1.354636e-10 displacement 3.873731e-07 9.709699e-12 3.871769e-13 46 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.122472 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.606521e-17 0.000000e+00 energy 1.354636e-08 5.050280e-16 1.354636e-10 displacement 3.873731e-07 1.219157e-11 3.871812e-13 47 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.311489 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.520637e-17 0.000000e+00 energy 1.354636e-08 1.039463e-15 1.354636e-10 displacement 3.873731e-07 4.560287e-11 3.872319e-13 48 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 128 stiffness matrix reformations = 5 step from line search = 0.287261 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.923051e-18 0.000000e+00 energy 1.354636e-08 5.288093e-16 1.354636e-10 displacement 3.873731e-07 1.366152e-11 3.872653e-13 49 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 130 stiffness matrix reformations = 5 step from line search = 0.473263 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.984872e-18 0.000000e+00 energy 1.354636e-08 3.275097e-16 1.354636e-10 displacement 3.873731e-07 1.811161e-11 3.872521e-13 50 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 133 stiffness matrix reformations = 5 step from line search = 0.169789 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 8.333626e-18 0.000000e+00 energy 1.354636e-08 2.571647e-16 1.354636e-10 displacement 3.873731e-07 1.311024e-11 3.872535e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.193898 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 8.960794e-18 0.000000e+00 energy 1.354636e-08 8.301911e-17 1.354636e-10 displacement 3.873731e-07 8.475190e-12 3.872231e-13 52 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 138 stiffness matrix reformations = 6 step from line search = 0.052114 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 9.875004e-18 0.000000e+00 energy 1.354636e-08 1.366029e-16 1.354636e-10 displacement 3.873731e-07 4.087278e-12 3.872050e-13 53 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.057733 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.093970e-17 0.000000e+00 energy 1.354636e-08 1.515082e-16 1.354636e-10 displacement 3.873731e-07 5.644074e-12 3.871882e-13 54 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.057702 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.058954e-17 0.000000e+00 energy 1.354636e-08 1.640423e-16 1.354636e-10 displacement 3.873731e-07 4.526401e-12 3.871785e-13 55 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.078240 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.681205e-18 0.000000e+00 energy 1.354636e-08 1.637688e-16 1.354636e-10 displacement 3.873731e-07 3.109819e-12 3.871742e-13 56 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 151 stiffness matrix reformations = 6 step from line search = 0.069816 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.192090e-18 0.000000e+00 energy 1.354636e-08 1.147578e-16 1.354636e-10 displacement 3.873731e-07 2.166816e-12 3.871726e-13 57 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 154 stiffness matrix reformations = 6 step from line search = 0.245626 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.009503e-18 0.000000e+00 energy 1.354636e-08 3.769772e-16 1.354636e-10 displacement 3.873731e-07 1.425520e-11 3.871817e-13 58 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 157 stiffness matrix reformations = 6 step from line search = 0.324840 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 4.761087e-18 0.000000e+00 energy 1.354636e-08 4.984358e-16 1.354636e-10 displacement 3.873731e-07 3.491035e-11 3.872397e-13 59 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 159 stiffness matrix reformations = 6 step from line search = 0.488253 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.940617e-18 0.000000e+00 energy 1.354636e-08 4.981657e-16 1.354636e-10 displacement 3.873731e-07 1.680348e-11 3.872853e-13 60 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 162 stiffness matrix reformations = 6 step from line search = 0.214598 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.604509e-18 0.000000e+00 energy 1.354636e-08 3.825390e-16 1.354636e-10 displacement 3.873731e-07 9.776226e-12 3.873110e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.232778 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 9.082715e-18 0.000000e+00 energy 1.354636e-08 1.895735e-16 1.354636e-10 displacement 3.873731e-07 1.297999e-11 3.872521e-13 62 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 166 stiffness matrix reformations = 7 step from line search = 0.088260 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.483816e-17 0.000000e+00 energy 1.354636e-08 3.997984e-16 1.354636e-10 displacement 3.873731e-07 1.880580e-11 3.872026e-13 63 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 169 stiffness matrix reformations = 7 step from line search = 0.059142 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.567245e-17 0.000000e+00 energy 1.354636e-08 1.485427e-16 1.354636e-10 displacement 3.873731e-07 8.942169e-12 3.871847e-13 64 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 172 stiffness matrix reformations = 7 step from line search = 0.054766 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.142939e-17 0.000000e+00 energy 1.354636e-08 6.296926e-17 1.354636e-10 displacement 3.873731e-07 3.856289e-12 3.871792e-13 65 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 175 stiffness matrix reformations = 7 step from line search = 0.058269 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.772116e-18 0.000000e+00 energy 1.354636e-08 1.211789e-16 1.354636e-10 displacement 3.873731e-07 2.161540e-12 3.871768e-13 66 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 179 stiffness matrix reformations = 7 step from line search = 0.096961 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.471504e-18 0.000000e+00 energy 1.354636e-08 1.489130e-16 1.354636e-10 displacement 3.873731e-07 2.158786e-12 3.871748e-13 67 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 182 stiffness matrix reformations = 7 step from line search = 0.310137 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 9.558753e-18 0.000000e+00 energy 1.354636e-08 7.844080e-16 1.354636e-10 displacement 3.873731e-07 5.155168e-11 3.872140e-13 68 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 185 stiffness matrix reformations = 7 step from line search = 0.289241 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 7.955593e-18 0.000000e+00 energy 1.354636e-08 7.919586e-16 1.354636e-10 displacement 3.873731e-07 4.297118e-11 3.873238e-13 69 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 187 stiffness matrix reformations = 7 step from line search = 0.493293 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.233111e-17 0.000000e+00 energy 1.354636e-08 6.932465e-16 1.354636e-10 displacement 3.873731e-07 1.895563e-11 3.873709e-13 70 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 189 stiffness matrix reformations = 7 step from line search = 0.293139 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.885066e-17 0.000000e+00 energy 1.354636e-08 1.009853e-15 1.354636e-10 displacement 3.873731e-07 2.665505e-11 3.873883e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 191 stiffness matrix reformations = 8 step from line search = 0.337099 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.012356e-17 0.000000e+00 energy 1.354636e-08 2.700759e-16 1.354636e-10 displacement 3.873731e-07 3.201587e-11 3.872636e-13 72 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 193 stiffness matrix reformations = 8 step from line search = 0.086528 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 9.053258e-18 0.000000e+00 energy 1.354636e-08 1.052572e-16 1.354636e-10 displacement 3.873731e-07 2.445452e-11 3.871990e-13 73 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 195 stiffness matrix reformations = 8 step from line search = 0.105463 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.663712e-18 0.000000e+00 energy 1.354636e-08 1.378585e-16 1.354636e-10 displacement 3.873731e-07 1.276261e-11 3.871768e-13 74 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 198 stiffness matrix reformations = 8 step from line search = 0.086051 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.186054e-18 0.000000e+00 energy 1.354636e-08 9.159877e-17 1.354636e-10 displacement 3.873731e-07 2.389393e-12 3.871732e-13 75 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 201 stiffness matrix reformations = 8 step from line search = 0.088444 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.669316e-18 0.000000e+00 energy 1.354636e-08 1.410462e-16 1.354636e-10 displacement 3.873731e-07 2.587228e-12 3.871726e-13 76 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 205 stiffness matrix reformations = 8 step from line search = 0.148065 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.738167e-18 0.000000e+00 energy 1.354636e-08 1.101116e-16 1.354636e-10 displacement 3.873731e-07 3.169966e-12 3.871751e-13 77 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 208 stiffness matrix reformations = 8 step from line search = 0.335611 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.317993e-18 0.000000e+00 energy 1.354636e-08 2.561725e-16 1.354636e-10 displacement 3.873731e-07 2.508779e-11 3.872060e-13 78 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 211 stiffness matrix reformations = 8 step from line search = 0.290761 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.942642e-18 0.000000e+00 energy 1.354636e-08 2.065184e-16 1.354636e-10 displacement 3.873731e-07 1.202062e-11 3.872488e-13 79 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 213 stiffness matrix reformations = 8 step from line search = 0.517723 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.013984e-18 0.000000e+00 energy 1.354636e-08 4.001633e-16 1.354636e-10 displacement 3.873731e-07 1.474621e-11 3.872918e-13 80 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 216 stiffness matrix reformations = 8 step from line search = 0.216379 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.670380e-18 0.000000e+00 energy 1.354636e-08 2.272978e-16 1.354636e-10 displacement 3.873731e-07 4.948041e-12 3.872959e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 81 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 218 stiffness matrix reformations = 9 step from line search = 0.376203 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.615698e-18 0.000000e+00 energy 1.354636e-08 7.427973e-17 1.354636e-10 displacement 3.873731e-07 2.076195e-11 3.872182e-13 82 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 220 stiffness matrix reformations = 9 step from line search = 0.058574 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 2.978182e-18 0.000000e+00 energy 1.354636e-08 3.008516e-17 1.354636e-10 displacement 3.873731e-07 1.577624e-11 3.871823e-13 83 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 222 stiffness matrix reformations = 9 step from line search = 0.073724 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 3.206528e-18 0.000000e+00 energy 1.354636e-08 1.582659e-16 1.354636e-10 displacement 3.873731e-07 7.983878e-12 3.871737e-13 84 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 225 stiffness matrix reformations = 9 step from line search = 0.044870 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.106457e-18 0.000000e+00 energy 1.354636e-08 4.312990e-17 1.354636e-10 displacement 3.873731e-07 9.118310e-13 3.871730e-13 85 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 229 stiffness matrix reformations = 9 step from line search = 0.107225 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 8.706992e-19 0.000000e+00 energy 1.354636e-08 3.470827e-17 1.354636e-10 displacement 3.873731e-07 6.565267e-13 3.871725e-13 86 Nonlinear solution status: time= 0.763213 stiffness updates = 5 right hand side evaluations = 232 stiffness matrix reformations = 9 step from line search = 0.275412 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.907842e-18 0.000000e+00 energy 1.354636e-08 1.063306e-16 1.354636e-10 displacement 3.873731e-07 7.206895e-12 3.871781e-13 87 Nonlinear solution status: time= 0.763213 stiffness updates = 6 right hand side evaluations = 235 stiffness matrix reformations = 9 step from line search = 0.303312 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.057026e-18 0.000000e+00 energy 1.354636e-08 1.691952e-16 1.354636e-10 displacement 3.873731e-07 2.008019e-11 3.872167e-13 88 Nonlinear solution status: time= 0.763213 stiffness updates = 7 right hand side evaluations = 237 stiffness matrix reformations = 9 step from line search = 0.556688 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.008695e-18 0.000000e+00 energy 1.354636e-08 1.125335e-16 1.354636e-10 displacement 3.873731e-07 4.280147e-12 3.872334e-13 89 Nonlinear solution status: time= 0.763213 stiffness updates = 8 right hand side evaluations = 239 stiffness matrix reformations = 9 step from line search = 0.480231 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 8.027546e-19 0.000000e+00 energy 1.354636e-08 2.335687e-17 1.354636e-10 displacement 3.873731e-07 7.303450e-12 3.872109e-13 90 Nonlinear solution status: time= 0.763213 stiffness updates = 9 right hand side evaluations = 241 stiffness matrix reformations = 9 step from line search = 0.156615 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 5.255075e-19 0.000000e+00 energy 1.354636e-08 4.904142e-18 1.354636e-10 displacement 3.873731e-07 3.455595e-12 3.871970e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 91 Nonlinear solution status: time= 0.763213 stiffness updates = 0 right hand side evaluations = 243 stiffness matrix reformations = 10 step from line search = 0.262554 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.961183e-19 0.000000e+00 energy 1.354636e-08 4.165265e-18 1.354636e-10 displacement 3.873731e-07 2.314918e-12 3.871855e-13 92 Nonlinear solution status: time= 0.763213 stiffness updates = 1 right hand side evaluations = 245 stiffness matrix reformations = 10 step from line search = 0.081519 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.395074e-18 0.000000e+00 energy 1.354636e-08 2.491552e-17 1.354636e-10 displacement 3.873731e-07 2.844428e-12 3.871774e-13 93 Nonlinear solution status: time= 0.763213 stiffness updates = 2 right hand side evaluations = 247 stiffness matrix reformations = 10 step from line search = 0.070580 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 1.195738e-18 0.000000e+00 energy 1.354636e-08 3.704661e-17 1.354636e-10 displacement 3.873731e-07 2.892776e-12 3.871736e-13 94 Nonlinear solution status: time= 0.763213 stiffness updates = 3 right hand side evaluations = 250 stiffness matrix reformations = 10 step from line search = 0.038213 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 6.130864e-19 0.000000e+00 energy 1.354636e-08 6.576178e-18 1.354636e-10 displacement 3.873731e-07 5.108948e-13 3.871731e-13 95 Nonlinear solution status: time= 0.763213 stiffness updates = 4 right hand side evaluations = 254 stiffness matrix reformations = 10 step from line search = 0.049411 convergence norms : INITIAL CURRENT REQUIRED residual 5.572262e-09 4.014767e-19 0.000000e+00 energy 1.354636e-08 6.949007e-18 1.354636e-10 displacement 3.873731e-07 8.320491e-14 3.871729e-13 convergence summary number of iterations : 95 number of reformations : 10 ------- converged at time : 0.763213 ===== beginning time step 59 : 0.773213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000773213 Setting parameter "scale" to : 0.000773213 Setting parameter "scale" to : 0.000773213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.773213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.650235e-16 0.000000e+00 energy 1.345821e-08 3.143962e-13 1.345821e-10 displacement 3.869925e-07 3.869925e-07 3.869925e-13 2 Nonlinear solution status: time= 0.773213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614024 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 6.142845e-17 0.000000e+00 energy 1.345821e-08 1.033448e-14 1.345821e-10 displacement 3.869925e-07 1.451272e-10 3.870002e-13 3 Nonlinear solution status: time= 0.773213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.518331 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 7.695916e-17 0.000000e+00 energy 1.345821e-08 3.063738e-15 1.345821e-10 displacement 3.869925e-07 1.481435e-11 3.869495e-13 4 Nonlinear solution status: time= 0.773213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.201162 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.167397e-16 0.000000e+00 energy 1.345821e-08 3.043577e-15 1.345821e-10 displacement 3.869925e-07 4.557315e-11 3.869169e-13 5 Nonlinear solution status: time= 0.773213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.180411 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.042442e-16 0.000000e+00 energy 1.345821e-08 3.798821e-15 1.345821e-10 displacement 3.869925e-07 7.084076e-11 3.869939e-13 6 Nonlinear solution status: time= 0.773213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.139363 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.608552e-16 0.000000e+00 energy 1.345821e-08 2.715514e-15 1.345821e-10 displacement 3.869925e-07 3.521629e-11 3.871166e-13 7 Nonlinear solution status: time= 0.773213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.143148 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.885937e-16 0.000000e+00 energy 1.345821e-08 3.667791e-15 1.345821e-10 displacement 3.869925e-07 1.491154e-11 3.871946e-13 8 Nonlinear solution status: time= 0.773213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.090379 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.208242e-16 0.000000e+00 energy 1.345821e-08 1.870740e-15 1.345821e-10 displacement 3.869925e-07 4.140981e-12 3.871793e-13 9 Nonlinear solution status: time= 0.773213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.175650 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.450874e-16 0.000000e+00 energy 1.345821e-08 4.572535e-15 1.345821e-10 displacement 3.869925e-07 4.032265e-11 3.870876e-13 10 Nonlinear solution status: time= 0.773213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.114131 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.060358e-16 0.000000e+00 energy 1.345821e-08 2.157858e-15 1.345821e-10 displacement 3.869925e-07 1.802779e-11 3.870422e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.773213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.510675 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 3.466387e-17 0.000000e+00 energy 1.345821e-08 1.070866e-15 1.345821e-10 displacement 3.869925e-07 5.602877e-11 3.868730e-13 12 Nonlinear solution status: time= 0.773213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.116552 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.216830e-17 0.000000e+00 energy 1.345821e-08 9.069201e-16 1.345821e-10 displacement 3.869925e-07 3.301408e-11 3.868090e-13 13 Nonlinear solution status: time= 0.773213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.094077 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.853363e-17 0.000000e+00 energy 1.345821e-08 6.552099e-16 1.345821e-10 displacement 3.869925e-07 6.566704e-12 3.867995e-13 14 Nonlinear solution status: time= 0.773213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.260422 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.297226e-17 0.000000e+00 energy 1.345821e-08 1.063748e-15 1.345821e-10 displacement 3.869925e-07 2.100698e-11 3.868127e-13 15 Nonlinear solution status: time= 0.773213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.301431 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 3.281290e-17 0.000000e+00 energy 1.345821e-08 1.632156e-15 1.345821e-10 displacement 3.869925e-07 6.456670e-11 3.868902e-13 16 Nonlinear solution status: time= 0.773213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.326248 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.504038e-17 0.000000e+00 energy 1.345821e-08 1.446776e-15 1.345821e-10 displacement 3.869925e-07 7.141129e-11 3.870482e-13 17 Nonlinear solution status: time= 0.773213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.421662 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 4.437271e-17 0.000000e+00 energy 1.345821e-08 1.880428e-15 1.345821e-10 displacement 3.869925e-07 3.787892e-11 3.871028e-13 18 Nonlinear solution status: time= 0.773213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.130581 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 3.181264e-17 0.000000e+00 energy 1.345821e-08 1.031609e-15 1.345821e-10 displacement 3.869925e-07 2.272862e-11 3.871222e-13 19 Nonlinear solution status: time= 0.773213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.164751 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.784829e-17 0.000000e+00 energy 1.345821e-08 1.142817e-15 1.345821e-10 displacement 3.869925e-07 3.661056e-11 3.871279e-13 20 Nonlinear solution status: time= 0.773213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.161035 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.826564e-17 0.000000e+00 energy 1.345821e-08 7.142737e-16 1.345821e-10 displacement 3.869925e-07 2.147757e-11 3.871183e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.773213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.386373 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.717138e-17 0.000000e+00 energy 1.345821e-08 3.180095e-16 1.345821e-10 displacement 3.869925e-07 4.714040e-11 3.869278e-13 22 Nonlinear solution status: time= 0.773213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.073120 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.198520e-17 0.000000e+00 energy 1.345821e-08 8.521204e-16 1.345821e-10 displacement 3.869925e-07 6.192505e-11 3.868154e-13 23 Nonlinear solution status: time= 0.773213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.038366 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.062084e-17 0.000000e+00 energy 1.345821e-08 1.323561e-16 1.345821e-10 displacement 3.869925e-07 7.359988e-12 3.868022e-13 24 Nonlinear solution status: time= 0.773213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.056707 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 7.897819e-18 0.000000e+00 energy 1.345821e-08 2.019460e-16 1.345821e-10 displacement 3.869925e-07 4.652423e-12 3.867997e-13 25 Nonlinear solution status: time= 0.773213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.246159 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.637507e-17 0.000000e+00 energy 1.345821e-08 6.688284e-16 1.345821e-10 displacement 3.869925e-07 2.612141e-11 3.868235e-13 26 Nonlinear solution status: time= 0.773213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.293492 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.932203e-17 0.000000e+00 energy 1.345821e-08 1.210120e-15 1.345821e-10 displacement 3.869925e-07 8.485118e-11 3.869654e-13 27 Nonlinear solution status: time= 0.773213 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.308565 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.366823e-17 0.000000e+00 energy 1.345821e-08 8.437688e-16 1.345821e-10 displacement 3.869925e-07 2.912010e-11 3.870882e-13 28 Nonlinear solution status: time= 0.773213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.558407 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.641364e-17 0.000000e+00 energy 1.345821e-08 6.122509e-16 1.345821e-10 displacement 3.869925e-07 3.433316e-11 3.870077e-13 29 Nonlinear solution status: time= 0.773213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.205663 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.405028e-17 0.000000e+00 energy 1.345821e-08 4.189813e-16 1.345821e-10 displacement 3.869925e-07 3.248756e-11 3.869424e-13 30 Nonlinear solution status: time= 0.773213 stiffness updates = 9 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.168646 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.073205e-17 0.000000e+00 energy 1.345821e-08 1.832373e-16 1.345821e-10 displacement 3.869925e-07 1.745463e-11 3.869085e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.773213 stiffness updates = 0 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.291905 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 8.092251e-18 0.000000e+00 energy 1.345821e-08 1.348055e-16 1.345821e-10 displacement 3.869925e-07 1.124822e-11 3.868552e-13 32 Nonlinear solution status: time= 0.773213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.071162 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 9.006121e-18 0.000000e+00 energy 1.345821e-08 1.705642e-16 1.345821e-10 displacement 3.869925e-07 1.263954e-11 3.868169e-13 33 Nonlinear solution status: time= 0.773213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.049187 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 5.096802e-18 0.000000e+00 energy 1.345821e-08 1.042629e-16 1.345821e-10 displacement 3.869925e-07 6.077739e-12 3.868027e-13 34 Nonlinear solution status: time= 0.773213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.057844 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.861076e-18 0.000000e+00 energy 1.345821e-08 4.395230e-17 1.345821e-10 displacement 3.869925e-07 2.401935e-12 3.867983e-13 35 Nonlinear solution status: time= 0.773213 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.079275 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.330220e-18 0.000000e+00 energy 1.345821e-08 4.879913e-17 1.345821e-10 displacement 3.869925e-07 1.199792e-12 3.867981e-13 36 Nonlinear solution status: time= 0.773213 stiffness updates = 5 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.213880 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 3.107442e-18 0.000000e+00 energy 1.345821e-08 1.348267e-16 1.345821e-10 displacement 3.869925e-07 4.419127e-12 3.868042e-13 37 Nonlinear solution status: time= 0.773213 stiffness updates = 6 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.277867 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.876483e-18 0.000000e+00 energy 1.345821e-08 2.071843e-16 1.345821e-10 displacement 3.869925e-07 1.058659e-11 3.868288e-13 38 Nonlinear solution status: time= 0.773213 stiffness updates = 7 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.513508 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.696630e-18 0.000000e+00 energy 1.345821e-08 2.974192e-16 1.345821e-10 displacement 3.869925e-07 1.189394e-11 3.868626e-13 39 Nonlinear solution status: time= 0.773213 stiffness updates = 8 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.448196 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 3.725570e-18 0.000000e+00 energy 1.345821e-08 2.090257e-16 1.345821e-10 displacement 3.869925e-07 7.226521e-12 3.868616e-13 40 Nonlinear solution status: time= 0.773213 stiffness updates = 9 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.197372 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 5.936839e-18 0.000000e+00 energy 1.345821e-08 2.643218e-16 1.345821e-10 displacement 3.869925e-07 6.914099e-12 3.868510e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.773213 stiffness updates = 0 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.348794 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.952484e-18 0.000000e+00 energy 1.345821e-08 1.177803e-16 1.345821e-10 displacement 3.869925e-07 7.814575e-12 3.868197e-13 42 Nonlinear solution status: time= 0.773213 stiffness updates = 1 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.091038 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 1.756629e-18 0.000000e+00 energy 1.345821e-08 1.091671e-18 1.345821e-10 displacement 3.869925e-07 5.216059e-12 3.868046e-13 43 Nonlinear solution status: time= 0.773213 stiffness updates = 2 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.109409 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 2.011660e-18 0.000000e+00 energy 1.345821e-08 8.690462e-17 1.345821e-10 displacement 3.869925e-07 2.623937e-12 3.867991e-13 44 Nonlinear solution status: time= 0.773213 stiffness updates = 3 right hand side evaluations = 109 stiffness matrix reformations = 5 step from line search = 0.076379 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 8.746839e-19 0.000000e+00 energy 1.345821e-08 2.923506e-17 1.345821e-10 displacement 3.869925e-07 6.590762e-13 3.867982e-13 45 Nonlinear solution status: time= 0.773213 stiffness updates = 4 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.072119 convergence norms : INITIAL CURRENT REQUIRED residual 5.503408e-09 5.551950e-19 0.000000e+00 energy 1.345821e-08 2.029369e-17 1.345821e-10 displacement 3.869925e-07 2.066665e-13 3.867982e-13 convergence summary number of iterations : 45 number of reformations : 5 ------- converged at time : 0.773213 ===== beginning time step 60 : 0.783213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000783213 Setting parameter "scale" to : 0.000783213 Setting parameter "scale" to : 0.000783213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.783213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 2.058128e-16 0.000000e+00 energy 1.337049e-08 3.144364e-13 1.337049e-10 displacement 3.866109e-07 3.866109e-07 3.866109e-13 2 Nonlinear solution status: time= 0.783213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614057 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.524274e-16 0.000000e+00 energy 1.337049e-08 4.336756e-14 1.337049e-10 displacement 3.866109e-07 1.485774e-09 3.877864e-13 3 Nonlinear solution status: time= 0.783213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 5.111266e-16 0.000000e+00 energy 1.337049e-08 2.024087e-14 1.337049e-10 displacement 3.866109e-07 2.093334e-10 3.872317e-13 4 Nonlinear solution status: time= 0.783213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.149769 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 7.240128e-16 0.000000e+00 energy 1.337049e-08 1.881591e-14 1.337049e-10 displacement 3.866109e-07 2.793529e-10 3.871128e-13 5 Nonlinear solution status: time= 0.783213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.138805 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 4.773316e-16 0.000000e+00 energy 1.337049e-08 1.032823e-14 1.337049e-10 displacement 3.866109e-07 2.297119e-10 3.874456e-13 6 Nonlinear solution status: time= 0.783213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.102172 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 3.783738e-16 0.000000e+00 energy 1.337049e-08 5.809100e-15 1.337049e-10 displacement 3.866109e-07 4.066142e-11 3.876436e-13 7 Nonlinear solution status: time= 0.783213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.139218 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 4.601323e-16 0.000000e+00 energy 1.337049e-08 7.483744e-15 1.337049e-10 displacement 3.866109e-07 2.162676e-11 3.875616e-13 8 Nonlinear solution status: time= 0.783213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.201398 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 4.987077e-16 0.000000e+00 energy 1.337049e-08 1.818395e-14 1.337049e-10 displacement 3.866109e-07 1.835570e-10 3.871265e-13 9 Nonlinear solution status: time= 0.783213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.110622 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 3.035607e-16 0.000000e+00 energy 1.337049e-08 9.616956e-15 1.337049e-10 displacement 3.866109e-07 8.082016e-11 3.870098e-13 10 Nonlinear solution status: time= 0.783213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.207833 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 2.119030e-16 0.000000e+00 energy 1.337049e-08 5.978227e-15 1.337049e-10 displacement 3.866109e-07 3.160596e-11 3.870146e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.783213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.413452 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.150438e-16 0.000000e+00 energy 1.337049e-08 3.947882e-15 1.337049e-10 displacement 3.866109e-07 1.549729e-10 3.866297e-13 12 Nonlinear solution status: time= 0.783213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.087049 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 8.969243e-17 0.000000e+00 energy 1.337049e-08 9.215665e-16 1.337049e-10 displacement 3.866109e-07 5.888456e-11 3.864718e-13 13 Nonlinear solution status: time= 0.783213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.076181 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 4.001958e-17 0.000000e+00 energy 1.337049e-08 9.131102e-16 1.337049e-10 displacement 3.866109e-07 2.489110e-11 3.864280e-13 14 Nonlinear solution status: time= 0.783213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.074449 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.773163e-17 0.000000e+00 energy 1.337049e-08 7.184987e-16 1.337049e-10 displacement 3.866109e-07 1.277629e-11 3.864292e-13 15 Nonlinear solution status: time= 0.783213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.128726 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.707948e-17 0.000000e+00 energy 1.337049e-08 5.634810e-16 1.337049e-10 displacement 3.866109e-07 6.911348e-12 3.864436e-13 16 Nonlinear solution status: time= 0.783213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.314741 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 2.069588e-17 0.000000e+00 energy 1.337049e-08 1.366268e-15 1.337049e-10 displacement 3.866109e-07 2.812353e-11 3.865026e-13 17 Nonlinear solution status: time= 0.783213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.291439 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 2.025003e-17 0.000000e+00 energy 1.337049e-08 1.000828e-15 1.337049e-10 displacement 3.866109e-07 2.237014e-11 3.865532e-13 18 Nonlinear solution status: time= 0.783213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.249064 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.424678e-17 0.000000e+00 energy 1.337049e-08 5.501920e-16 1.337049e-10 displacement 3.866109e-07 1.194762e-11 3.865702e-13 19 Nonlinear solution status: time= 0.783213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.222302 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.412966e-17 0.000000e+00 energy 1.337049e-08 3.875646e-16 1.337049e-10 displacement 3.866109e-07 9.533901e-12 3.865466e-13 20 Nonlinear solution status: time= 0.783213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.162357 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.627565e-17 0.000000e+00 energy 1.337049e-08 3.546218e-16 1.337049e-10 displacement 3.866109e-07 1.714060e-11 3.865143e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.783213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.242467 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.011955e-17 0.000000e+00 energy 1.337049e-08 4.357886e-16 1.337049e-10 displacement 3.866109e-07 2.009464e-11 3.864604e-13 22 Nonlinear solution status: time= 0.783213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.104593 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.051632e-17 0.000000e+00 energy 1.337049e-08 9.937526e-17 1.337049e-10 displacement 3.866109e-07 1.066223e-11 3.864350e-13 23 Nonlinear solution status: time= 0.783213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.099351 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.422050e-17 0.000000e+00 energy 1.337049e-08 4.167838e-16 1.337049e-10 displacement 3.866109e-07 6.533996e-12 3.864221e-13 24 Nonlinear solution status: time= 0.783213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.066613 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.062197e-17 0.000000e+00 energy 1.337049e-08 1.305124e-16 1.337049e-10 displacement 3.866109e-07 1.524774e-12 3.864177e-13 25 Nonlinear solution status: time= 0.783213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.082942 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 8.076157e-18 0.000000e+00 energy 1.337049e-08 1.355006e-16 1.337049e-10 displacement 3.866109e-07 1.393479e-12 3.864140e-13 26 Nonlinear solution status: time= 0.783213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.082751 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 4.687544e-18 0.000000e+00 energy 1.337049e-08 1.003517e-16 1.337049e-10 displacement 3.866109e-07 7.621136e-13 3.864117e-13 27 Nonlinear solution status: time= 0.783213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.307168 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 6.613725e-18 0.000000e+00 energy 1.337049e-08 3.301866e-16 1.337049e-10 displacement 3.866109e-07 1.639075e-11 3.864196e-13 28 Nonlinear solution status: time= 0.783213 stiffness updates = 7 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.273656 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 6.361807e-18 0.000000e+00 energy 1.337049e-08 4.454980e-16 1.337049e-10 displacement 3.866109e-07 2.953586e-11 3.864796e-13 29 Nonlinear solution status: time= 0.783213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.459960 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 6.203393e-18 0.000000e+00 energy 1.337049e-08 2.841738e-16 1.337049e-10 displacement 3.866109e-07 5.336969e-12 3.864887e-13 30 Nonlinear solution status: time= 0.783213 stiffness updates = 9 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.218802 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 5.201587e-18 0.000000e+00 energy 1.337049e-08 1.448776e-16 1.337049e-10 displacement 3.866109e-07 5.942248e-12 3.864743e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.783213 stiffness updates = 0 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.236102 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 3.231540e-18 0.000000e+00 energy 1.337049e-08 1.316114e-16 1.337049e-10 displacement 3.866109e-07 7.113806e-12 3.864462e-13 32 Nonlinear solution status: time= 0.783213 stiffness updates = 1 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.093475 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 5.144433e-18 0.000000e+00 energy 1.337049e-08 1.300479e-16 1.337049e-10 displacement 3.866109e-07 6.188485e-12 3.864277e-13 33 Nonlinear solution status: time= 0.783213 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.069098 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 5.008596e-18 0.000000e+00 energy 1.337049e-08 5.222414e-17 1.337049e-10 displacement 3.866109e-07 2.231602e-12 3.864201e-13 34 Nonlinear solution status: time= 0.783213 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.068056 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 3.237569e-18 0.000000e+00 energy 1.337049e-08 3.832794e-17 1.337049e-10 displacement 3.866109e-07 2.101317e-12 3.864155e-13 35 Nonlinear solution status: time= 0.783213 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.088168 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.661944e-18 0.000000e+00 energy 1.337049e-08 1.625468e-17 1.337049e-10 displacement 3.866109e-07 9.833178e-13 3.864134e-13 36 Nonlinear solution status: time= 0.783213 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.096526 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.376031e-18 0.000000e+00 energy 1.337049e-08 3.954544e-17 1.337049e-10 displacement 3.866109e-07 4.040159e-13 3.864123e-13 37 Nonlinear solution status: time= 0.783213 stiffness updates = 6 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.125889 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.261790e-18 0.000000e+00 energy 1.337049e-08 4.079800e-17 1.337049e-10 displacement 3.866109e-07 1.599696e-12 3.864126e-13 38 Nonlinear solution status: time= 0.783213 stiffness updates = 7 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.251463 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.821808e-18 0.000000e+00 energy 1.337049e-08 9.781092e-17 1.337049e-10 displacement 3.866109e-07 6.418538e-12 3.864225e-13 39 Nonlinear solution status: time= 0.783213 stiffness updates = 8 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.264987 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.630126e-18 0.000000e+00 energy 1.337049e-08 6.688379e-17 1.337049e-10 displacement 3.866109e-07 2.431560e-12 3.864332e-13 40 Nonlinear solution status: time= 0.783213 stiffness updates = 9 right hand side evaluations = 106 stiffness matrix reformations = 4 step from line search = 0.382330 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 2.847022e-18 0.000000e+00 energy 1.337049e-08 8.663048e-17 1.337049e-10 displacement 3.866109e-07 1.325665e-12 3.864334e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.783213 stiffness updates = 0 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.248288 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.596413e-18 0.000000e+00 energy 1.337049e-08 3.470856e-17 1.337049e-10 displacement 3.866109e-07 2.311056e-12 3.864233e-13 42 Nonlinear solution status: time= 0.783213 stiffness updates = 1 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.101756 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.105063e-18 0.000000e+00 energy 1.337049e-08 1.586970e-17 1.337049e-10 displacement 3.866109e-07 2.385635e-12 3.864168e-13 43 Nonlinear solution status: time= 0.783213 stiffness updates = 2 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.109982 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 1.411561e-18 0.000000e+00 energy 1.337049e-08 3.628694e-17 1.337049e-10 displacement 3.866109e-07 1.452357e-12 3.864142e-13 44 Nonlinear solution status: time= 0.783213 stiffness updates = 3 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.080355 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 8.674250e-19 0.000000e+00 energy 1.337049e-08 1.086441e-17 1.337049e-10 displacement 3.866109e-07 4.854844e-13 3.864136e-13 45 Nonlinear solution status: time= 0.783213 stiffness updates = 4 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.091489 convergence norms : INITIAL CURRENT REQUIRED residual 5.435075e-09 6.024880e-19 0.000000e+00 energy 1.337049e-08 1.223188e-17 1.337049e-10 displacement 3.866109e-07 1.386805e-13 3.864133e-13 convergence summary number of iterations : 45 number of reformations : 5 ------- converged at time : 0.783213 ===== beginning time step 61 : 0.793213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000793213 Setting parameter "scale" to : 0.000793213 Setting parameter "scale" to : 0.000793213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.793213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.785211e-16 0.000000e+00 energy 1.328361e-08 3.086010e-13 1.328361e-10 displacement 3.862208e-07 3.862208e-07 3.862208e-13 2 Nonlinear solution status: time= 0.793213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599073 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.803526e-16 0.000000e+00 energy 1.328361e-08 2.021552e-14 1.328361e-10 displacement 3.862208e-07 2.330889e-10 3.863041e-13 3 Nonlinear solution status: time= 0.793213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.448371 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 2.189582e-16 0.000000e+00 energy 1.328361e-08 1.010136e-14 1.328361e-10 displacement 3.862208e-07 2.307088e-11 3.863290e-13 4 Nonlinear solution status: time= 0.793213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.253658 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 2.287034e-16 0.000000e+00 energy 1.328361e-08 5.602351e-15 1.328361e-10 displacement 3.862208e-07 1.807919e-11 3.863040e-13 5 Nonlinear solution status: time= 0.793213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.231130 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.804277e-16 0.000000e+00 energy 1.328361e-08 1.280128e-14 1.328361e-10 displacement 3.862208e-07 5.380887e-11 3.862736e-13 6 Nonlinear solution status: time= 0.793213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.146493 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 4.644776e-16 0.000000e+00 energy 1.328361e-08 9.794050e-15 1.328361e-10 displacement 3.862208e-07 5.095688e-11 3.863096e-13 7 Nonlinear solution status: time= 0.793213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.134518 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 4.075306e-16 0.000000e+00 energy 1.328361e-08 1.119613e-14 1.328361e-10 displacement 3.862208e-07 5.004537e-11 3.864098e-13 8 Nonlinear solution status: time= 0.793213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.158509 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.885327e-16 0.000000e+00 energy 1.328361e-08 6.771303e-15 1.328361e-10 displacement 3.862208e-07 8.092963e-12 3.864558e-13 9 Nonlinear solution status: time= 0.793213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.139498 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.676485e-16 0.000000e+00 energy 1.328361e-08 1.120782e-14 1.328361e-10 displacement 3.862208e-07 1.912825e-11 3.864639e-13 10 Nonlinear solution status: time= 0.793213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.158053 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 4.113835e-16 0.000000e+00 energy 1.328361e-08 1.063799e-14 1.328361e-10 displacement 3.862208e-07 3.704489e-11 3.864325e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.793213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.478031 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.627933e-16 0.000000e+00 energy 1.328361e-08 2.785402e-15 1.328361e-10 displacement 3.862208e-07 1.287889e-10 3.861726e-13 12 Nonlinear solution status: time= 0.793213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.102202 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 8.518822e-17 0.000000e+00 energy 1.328361e-08 2.274514e-15 1.328361e-10 displacement 3.862208e-07 5.739605e-11 3.860564e-13 13 Nonlinear solution status: time= 0.793213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.068874 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.255662e-17 0.000000e+00 energy 1.328361e-08 1.100269e-15 1.328361e-10 displacement 3.862208e-07 1.376682e-11 3.860328e-13 14 Nonlinear solution status: time= 0.793213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.115795 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.229025e-17 0.000000e+00 energy 1.328361e-08 1.148398e-15 1.328361e-10 displacement 3.862208e-07 1.695887e-11 3.860388e-13 15 Nonlinear solution status: time= 0.793213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.260115 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 5.128202e-17 0.000000e+00 energy 1.328361e-08 2.601462e-15 1.328361e-10 displacement 3.862208e-07 4.661293e-11 3.861164e-13 16 Nonlinear solution status: time= 0.793213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.231711 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.480237e-17 0.000000e+00 energy 1.328361e-08 2.121664e-15 1.328361e-10 displacement 3.862208e-07 1.990946e-11 3.861921e-13 17 Nonlinear solution status: time= 0.793213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.242935 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 2.255047e-17 0.000000e+00 energy 1.328361e-08 8.430377e-16 1.328361e-10 displacement 3.862208e-07 9.530513e-12 3.862109e-13 18 Nonlinear solution status: time= 0.793213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.351386 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 2.398978e-17 0.000000e+00 energy 1.328361e-08 8.940393e-16 1.328361e-10 displacement 3.862208e-07 2.066726e-11 3.861548e-13 19 Nonlinear solution status: time= 0.793213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.150430 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.014467e-17 0.000000e+00 energy 1.328361e-08 1.105940e-15 1.328361e-10 displacement 3.862208e-07 1.691144e-11 3.861241e-13 20 Nonlinear solution status: time= 0.793213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.146379 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.045837e-17 0.000000e+00 energy 1.328361e-08 8.333781e-16 1.328361e-10 displacement 3.862208e-07 1.053472e-11 3.861101e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.793213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.294765 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.657363e-17 0.000000e+00 energy 1.328361e-08 6.324208e-16 1.328361e-10 displacement 3.862208e-07 2.291859e-11 3.860614e-13 22 Nonlinear solution status: time= 0.793213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.088925 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.490495e-17 0.000000e+00 energy 1.328361e-08 1.505138e-16 1.328361e-10 displacement 3.862208e-07 8.016414e-12 3.860477e-13 23 Nonlinear solution status: time= 0.793213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.087661 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.394937e-17 0.000000e+00 energy 1.328361e-08 2.860256e-16 1.328361e-10 displacement 3.862208e-07 3.433967e-12 3.860420e-13 24 Nonlinear solution status: time= 0.793213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.145564 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 9.055205e-18 0.000000e+00 energy 1.328361e-08 1.689685e-16 1.328361e-10 displacement 3.862208e-07 1.740920e-12 3.860345e-13 25 Nonlinear solution status: time= 0.793213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.187555 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 5.199888e-18 0.000000e+00 energy 1.328361e-08 1.857952e-16 1.328361e-10 displacement 3.862208e-07 3.616818e-12 3.860281e-13 26 Nonlinear solution status: time= 0.793213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.240715 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 5.092074e-18 0.000000e+00 energy 1.328361e-08 2.222617e-16 1.328361e-10 displacement 3.862208e-07 3.532315e-12 3.860289e-13 27 Nonlinear solution status: time= 0.793213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.301895 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 6.257338e-18 0.000000e+00 energy 1.328361e-08 2.126593e-16 1.328361e-10 displacement 3.862208e-07 6.454581e-12 3.860382e-13 28 Nonlinear solution status: time= 0.793213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.404776 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 7.442488e-18 0.000000e+00 energy 1.328361e-08 3.413511e-16 1.328361e-10 displacement 3.862208e-07 9.547946e-12 3.860583e-13 29 Nonlinear solution status: time= 0.793213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.196911 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 5.240278e-18 0.000000e+00 energy 1.328361e-08 1.439889e-16 1.328361e-10 displacement 3.862208e-07 3.843779e-12 3.860745e-13 30 Nonlinear solution status: time= 0.793213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.267836 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 7.314681e-18 0.000000e+00 energy 1.328361e-08 3.047382e-16 1.328361e-10 displacement 3.862208e-07 3.802941e-12 3.860811e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.793213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.322540 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 4.518995e-18 0.000000e+00 energy 1.328361e-08 6.396402e-17 1.328361e-10 displacement 3.862208e-07 7.228377e-12 3.860527e-13 32 Nonlinear solution status: time= 0.793213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.096306 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 5.278660e-18 0.000000e+00 energy 1.328361e-08 1.270065e-16 1.328361e-10 displacement 3.862208e-07 7.071867e-12 3.860360e-13 33 Nonlinear solution status: time= 0.793213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.121136 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.932963e-18 0.000000e+00 energy 1.328361e-08 8.132169e-17 1.328361e-10 displacement 3.862208e-07 4.004159e-12 3.860303e-13 34 Nonlinear solution status: time= 0.793213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.089975 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.993993e-18 0.000000e+00 energy 1.328361e-08 3.064619e-17 1.328361e-10 displacement 3.862208e-07 5.105542e-13 3.860292e-13 35 Nonlinear solution status: time= 0.793213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.171104 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.284061e-18 0.000000e+00 energy 1.328361e-08 8.537535e-17 1.328361e-10 displacement 3.862208e-07 1.209396e-12 3.860287e-13 36 Nonlinear solution status: time= 0.793213 stiffness updates = 5 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.255009 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 6.389489e-18 0.000000e+00 energy 1.328361e-08 2.105498e-16 1.328361e-10 displacement 3.862208e-07 1.378030e-11 3.860435e-13 37 Nonlinear solution status: time= 0.793213 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.290051 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 5.764491e-18 0.000000e+00 energy 1.328361e-08 1.744805e-16 1.328361e-10 displacement 3.862208e-07 8.851883e-12 3.860730e-13 38 Nonlinear solution status: time= 0.793213 stiffness updates = 7 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.458768 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 9.804849e-18 0.000000e+00 energy 1.328361e-08 2.338027e-16 1.328361e-10 displacement 3.862208e-07 2.775140e-12 3.860831e-13 39 Nonlinear solution status: time= 0.793213 stiffness updates = 8 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.339534 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 8.553341e-18 0.000000e+00 energy 1.328361e-08 3.020429e-16 1.328361e-10 displacement 3.862208e-07 6.643311e-12 3.860740e-13 40 Nonlinear solution status: time= 0.793213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.135587 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 6.123387e-18 0.000000e+00 energy 1.328361e-08 1.324248e-16 1.328361e-10 displacement 3.862208e-07 3.759151e-12 3.860674e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.793213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.429764 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.188125e-18 0.000000e+00 energy 1.328361e-08 8.602609e-17 1.328361e-10 displacement 3.862208e-07 8.583237e-12 3.860406e-13 42 Nonlinear solution status: time= 0.793213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.072001 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 2.539087e-18 0.000000e+00 energy 1.328361e-08 3.064146e-17 1.328361e-10 displacement 3.862208e-07 4.211161e-12 3.860312e-13 43 Nonlinear solution status: time= 0.793213 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.092649 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.088751e-18 0.000000e+00 energy 1.328361e-08 3.721454e-17 1.328361e-10 displacement 3.862208e-07 1.986454e-12 3.860289e-13 44 Nonlinear solution status: time= 0.793213 stiffness updates = 3 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.092774 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 3.955612e-19 0.000000e+00 energy 1.328361e-08 1.565180e-17 1.328361e-10 displacement 3.862208e-07 4.674450e-13 3.860287e-13 45 Nonlinear solution status: time= 0.793213 stiffness updates = 4 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.182305 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.414701e-18 0.000000e+00 energy 1.328361e-08 2.508320e-17 1.328361e-10 displacement 3.862208e-07 6.374744e-13 3.860293e-13 46 Nonlinear solution status: time= 0.793213 stiffness updates = 5 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.239027 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.826119e-18 0.000000e+00 energy 1.328361e-08 4.037008e-17 1.328361e-10 displacement 3.862208e-07 2.208840e-12 3.860335e-13 47 Nonlinear solution status: time= 0.793213 stiffness updates = 6 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.286160 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.044431e-18 0.000000e+00 energy 1.328361e-08 4.008878e-17 1.328361e-10 displacement 3.862208e-07 2.344228e-12 3.860418e-13 48 Nonlinear solution status: time= 0.793213 stiffness updates = 7 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.513137 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 8.832399e-19 0.000000e+00 energy 1.328361e-08 4.612466e-17 1.328361e-10 displacement 3.862208e-07 7.877035e-13 3.860455e-13 49 Nonlinear solution status: time= 0.793213 stiffness updates = 8 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.213371 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.189868e-18 0.000000e+00 energy 1.328361e-08 3.038572e-17 1.328361e-10 displacement 3.862208e-07 4.518385e-13 3.860451e-13 50 Nonlinear solution status: time= 0.793213 stiffness updates = 9 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.244806 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.107765e-18 0.000000e+00 energy 1.328361e-08 2.689177e-17 1.328361e-10 displacement 3.862208e-07 8.916879e-13 3.860399e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.793213 stiffness updates = 0 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.340902 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 8.803243e-19 0.000000e+00 energy 1.328361e-08 8.479490e-18 1.328361e-10 displacement 3.862208e-07 1.816197e-12 3.860330e-13 52 Nonlinear solution status: time= 0.793213 stiffness updates = 1 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.067351 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 1.227786e-18 0.000000e+00 energy 1.328361e-08 1.811311e-17 1.328361e-10 displacement 3.862208e-07 1.757094e-12 3.860295e-13 53 Nonlinear solution status: time= 0.793213 stiffness updates = 2 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.066886 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 8.195963e-19 0.000000e+00 energy 1.328361e-08 3.007998e-17 1.328361e-10 displacement 3.862208e-07 1.390644e-12 3.860291e-13 54 Nonlinear solution status: time= 0.793213 stiffness updates = 3 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.049205 convergence norms : INITIAL CURRENT REQUIRED residual 5.367591e-09 7.025654e-19 0.000000e+00 energy 1.328361e-08 1.163017e-17 1.328361e-10 displacement 3.862208e-07 7.631250e-14 3.860290e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.793213 ===== beginning time step 62 : 0.803213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000803213 Setting parameter "scale" to : 0.000803213 Setting parameter "scale" to : 0.000803213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.803213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 1.498973e-16 0.000000e+00 energy 1.319756e-08 3.044853e-13 1.319756e-10 displacement 3.858503e-07 3.858503e-07 3.858503e-13 2 Nonlinear solution status: time= 0.803213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.622790 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 4.038905e-17 0.000000e+00 energy 1.319756e-08 4.503177e-15 1.319756e-10 displacement 3.858503e-07 3.830228e-11 3.857656e-13 3 Nonlinear solution status: time= 0.803213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.564018 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 3.171407e-17 0.000000e+00 energy 1.319756e-08 5.719291e-16 1.319756e-10 displacement 3.858503e-07 4.650536e-12 3.857080e-13 4 Nonlinear solution status: time= 0.803213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.248241 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 3.407088e-17 0.000000e+00 energy 1.319756e-08 4.376207e-16 1.319756e-10 displacement 3.858503e-07 1.982400e-11 3.856568e-13 5 Nonlinear solution status: time= 0.803213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.114001 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 5.309448e-17 0.000000e+00 energy 1.319756e-08 4.089333e-16 1.319756e-10 displacement 3.858503e-07 2.378031e-11 3.856652e-13 6 Nonlinear solution status: time= 0.803213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.133065 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 6.100006e-17 0.000000e+00 energy 1.319756e-08 2.460606e-16 1.319756e-10 displacement 3.858503e-07 1.065275e-11 3.857028e-13 7 Nonlinear solution status: time= 0.803213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.198721 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 4.536785e-17 0.000000e+00 energy 1.319756e-08 8.947484e-17 1.319756e-10 displacement 3.858503e-07 1.260171e-12 3.857106e-13 8 Nonlinear solution status: time= 0.803213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.247226 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 2.024270e-17 0.000000e+00 energy 1.319756e-08 1.207227e-16 1.319756e-10 displacement 3.858503e-07 8.516918e-12 3.856947e-13 9 Nonlinear solution status: time= 0.803213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.128343 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 1.168053e-17 0.000000e+00 energy 1.319756e-08 5.576307e-16 1.319756e-10 displacement 3.858503e-07 1.246615e-11 3.856990e-13 10 Nonlinear solution status: time= 0.803213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.068908 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 1.218025e-17 0.000000e+00 energy 1.319756e-08 2.117486e-16 1.319756e-10 displacement 3.858503e-07 2.597904e-12 3.857122e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.803213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.331442 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 6.467887e-18 0.000000e+00 energy 1.319756e-08 9.647854e-17 1.319756e-10 displacement 3.858503e-07 3.548343e-12 3.856883e-13 12 Nonlinear solution status: time= 0.803213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.060728 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 3.488432e-18 0.000000e+00 energy 1.319756e-08 2.658016e-17 1.319756e-10 displacement 3.858503e-07 3.329181e-12 3.856709e-13 13 Nonlinear solution status: time= 0.803213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.070907 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 1.746905e-18 0.000000e+00 energy 1.319756e-08 5.637098e-17 1.319756e-10 displacement 3.858503e-07 1.640386e-12 3.856624e-13 14 Nonlinear solution status: time= 0.803213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.124941 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 5.193061e-19 0.000000e+00 energy 1.319756e-08 3.915573e-17 1.319756e-10 displacement 3.858503e-07 1.060361e-12 3.856581e-13 15 Nonlinear solution status: time= 0.803213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.240806 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 7.344684e-19 0.000000e+00 energy 1.319756e-08 3.897253e-17 1.319756e-10 displacement 3.858503e-07 6.747279e-13 3.856574e-13 16 Nonlinear solution status: time= 0.803213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.266077 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 7.016301e-19 0.000000e+00 energy 1.319756e-08 4.752913e-17 1.319756e-10 displacement 3.858503e-07 1.637275e-12 3.856598e-13 17 Nonlinear solution status: time= 0.803213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.275065 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 4.716773e-19 0.000000e+00 energy 1.319756e-08 2.962743e-17 1.319756e-10 displacement 3.858503e-07 8.970992e-13 3.856637e-13 18 Nonlinear solution status: time= 0.803213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.380017 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 8.950481e-19 0.000000e+00 energy 1.319756e-08 4.563871e-17 1.319756e-10 displacement 3.858503e-07 8.181994e-13 3.856676e-13 19 Nonlinear solution status: time= 0.803213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.131211 convergence norms : INITIAL CURRENT REQUIRED residual 5.300929e-09 7.189744e-19 0.000000e+00 energy 1.319756e-08 2.036720e-17 1.319756e-10 displacement 3.858503e-07 3.484372e-13 3.856701e-13 convergence summary number of iterations : 19 number of reformations : 2 ------- converged at time : 0.803213 ===== beginning time step 63 : 0.813213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000813213 Setting parameter "scale" to : 0.000813213 Setting parameter "scale" to : 0.000813213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.200196e-16 0.000000e+00 energy 1.311220e-08 3.047197e-13 1.311220e-10 displacement 3.854818e-07 3.854818e-07 3.854818e-13 2 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.597022 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.640496e-16 0.000000e+00 energy 1.311220e-08 6.022892e-14 1.311220e-10 displacement 3.854818e-07 1.177078e-09 3.863641e-13 3 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.482605 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.139802e-16 0.000000e+00 energy 1.311220e-08 2.766788e-14 1.311220e-10 displacement 3.854818e-07 1.619359e-10 3.867744e-13 4 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.174282 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 5.558190e-16 0.000000e+00 energy 1.311220e-08 2.377075e-14 1.311220e-10 displacement 3.854818e-07 1.293956e-10 3.870733e-13 5 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.173536 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.048670e-16 0.000000e+00 energy 1.311220e-08 2.181009e-14 1.311220e-10 displacement 3.854818e-07 1.836019e-10 3.873572e-13 6 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.143660 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 5.349495e-16 0.000000e+00 energy 1.311220e-08 4.174028e-15 1.311220e-10 displacement 3.854818e-07 3.116033e-10 3.878296e-13 7 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.125154 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.490670e-16 0.000000e+00 energy 1.311220e-08 6.101642e-15 1.311220e-10 displacement 3.854818e-07 1.186846e-10 3.880141e-13 8 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.145040 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.846976e-16 0.000000e+00 energy 1.311220e-08 6.746378e-15 1.311220e-10 displacement 3.854818e-07 5.477679e-11 3.875780e-13 9 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.095148 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 5.102752e-16 0.000000e+00 energy 1.311220e-08 5.732417e-15 1.311220e-10 displacement 3.854818e-07 4.689726e-11 3.870619e-13 10 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.132875 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.776155e-16 0.000000e+00 energy 1.311220e-08 1.511175e-14 1.311220e-10 displacement 3.854818e-07 2.670303e-10 3.861146e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.502628 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.190239e-16 0.000000e+00 energy 1.311220e-08 2.974550e-15 1.311220e-10 displacement 3.854818e-07 3.402661e-10 3.855384e-13 12 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.075530 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.395034e-16 0.000000e+00 energy 1.311220e-08 2.930175e-15 1.311220e-10 displacement 3.854818e-07 8.765414e-11 3.853579e-13 13 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.071092 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.499449e-17 0.000000e+00 energy 1.311220e-08 1.916648e-15 1.311220e-10 displacement 3.854818e-07 5.318288e-11 3.852935e-13 14 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.073748 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 7.786899e-17 0.000000e+00 energy 1.311220e-08 1.990074e-15 1.311220e-10 displacement 3.854818e-07 3.757978e-11 3.853125e-13 15 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.272898 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 9.616839e-17 0.000000e+00 energy 1.311220e-08 5.742288e-15 1.311220e-10 displacement 3.854818e-07 3.064213e-10 3.856901e-13 16 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.267822 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 8.989164e-17 0.000000e+00 energy 1.311220e-08 5.814857e-15 1.311220e-10 displacement 3.854818e-07 1.761522e-10 3.862467e-13 17 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.269326 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 7.171230e-17 0.000000e+00 energy 1.311220e-08 3.588746e-15 1.311220e-10 displacement 3.854818e-07 6.780771e-11 3.863866e-13 18 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.253262 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.510886e-17 0.000000e+00 energy 1.311220e-08 2.103281e-15 1.311220e-10 displacement 3.854818e-07 8.345184e-11 3.861466e-13 19 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.219951 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.869567e-17 0.000000e+00 energy 1.311220e-08 2.711993e-15 1.311220e-10 displacement 3.854818e-07 1.823682e-10 3.858446e-13 20 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 51 stiffness matrix reformations = 2 step from line search = 0.146984 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 7.416282e-17 0.000000e+00 energy 1.311220e-08 2.394358e-15 1.311220e-10 displacement 3.854818e-07 1.183231e-10 3.857620e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.341405 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.938461e-17 0.000000e+00 energy 1.311220e-08 1.648933e-15 1.311220e-10 displacement 3.854818e-07 9.731776e-11 3.854863e-13 22 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.119040 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.278079e-17 0.000000e+00 energy 1.311220e-08 7.759982e-16 1.311220e-10 displacement 3.854818e-07 4.835252e-11 3.853536e-13 23 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.076334 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.116019e-17 0.000000e+00 energy 1.311220e-08 7.243502e-16 1.311220e-10 displacement 3.854818e-07 2.434059e-11 3.853057e-13 24 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.102601 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.895188e-17 0.000000e+00 energy 1.311220e-08 4.883410e-16 1.311220e-10 displacement 3.854818e-07 2.016746e-11 3.852942e-13 25 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.150320 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.527343e-17 0.000000e+00 energy 1.311220e-08 6.926908e-16 1.311220e-10 displacement 3.854818e-07 1.656916e-11 3.853030e-13 26 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.218645 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.650421e-17 0.000000e+00 energy 1.311220e-08 1.305830e-15 1.311220e-10 displacement 3.854818e-07 6.022418e-11 3.853726e-13 27 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.309967 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.219845e-17 0.000000e+00 energy 1.311220e-08 1.471047e-15 1.311220e-10 displacement 3.854818e-07 9.743289e-11 3.855774e-13 28 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.513831 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.427149e-17 0.000000e+00 energy 1.311220e-08 1.235274e-15 1.311220e-10 displacement 3.854818e-07 4.651562e-11 3.855931e-13 29 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.178856 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.029508e-17 0.000000e+00 energy 1.311220e-08 9.398834e-16 1.311220e-10 displacement 3.854818e-07 3.665000e-11 3.855908e-13 30 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.198851 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.158506e-17 0.000000e+00 energy 1.311220e-08 1.398080e-15 1.311220e-10 displacement 3.854818e-07 3.832098e-11 3.855755e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.373637 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.574596e-17 0.000000e+00 energy 1.311220e-08 6.885702e-16 1.311220e-10 displacement 3.854818e-07 5.485659e-11 3.853937e-13 32 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.109175 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.152450e-17 0.000000e+00 energy 1.311220e-08 8.054829e-17 1.311220e-10 displacement 3.854818e-07 2.910051e-11 3.853152e-13 33 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.115956 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.049598e-17 0.000000e+00 energy 1.311220e-08 4.011242e-16 1.311220e-10 displacement 3.854818e-07 2.284558e-11 3.852893e-13 34 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.083373 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.307769e-18 0.000000e+00 energy 1.311220e-08 2.173629e-16 1.311220e-10 displacement 3.854818e-07 4.550713e-12 3.852879e-13 35 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.187646 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 5.797992e-18 0.000000e+00 energy 1.311220e-08 2.803928e-16 1.311220e-10 displacement 3.854818e-07 7.069089e-12 3.852885e-13 36 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.245812 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.137183e-17 0.000000e+00 energy 1.311220e-08 5.309319e-16 1.311220e-10 displacement 3.854818e-07 4.105353e-11 3.853362e-13 37 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.327150 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.468811e-18 0.000000e+00 energy 1.311220e-08 4.905995e-16 1.311220e-10 displacement 3.854818e-07 3.517350e-11 3.854370e-13 38 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.521467 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 7.740100e-18 0.000000e+00 energy 1.311220e-08 3.711061e-16 1.311220e-10 displacement 3.854818e-07 1.284687e-11 3.854281e-13 39 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.145704 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.131123e-18 0.000000e+00 energy 1.311220e-08 2.291183e-16 1.311220e-10 displacement 3.854818e-07 7.937419e-12 3.854058e-13 40 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.168801 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.685247e-18 0.000000e+00 energy 1.311220e-08 2.245821e-16 1.311220e-10 displacement 3.854818e-07 1.115589e-11 3.853762e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.340035 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.341398e-18 0.000000e+00 energy 1.311220e-08 1.299223e-16 1.311220e-10 displacement 3.854818e-07 1.509451e-11 3.853207e-13 42 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.069334 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 5.186741e-18 0.000000e+00 energy 1.311220e-08 9.253927e-17 1.311220e-10 displacement 3.854818e-07 1.496303e-11 3.852927e-13 43 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.081717 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.331581e-18 0.000000e+00 energy 1.311220e-08 2.272085e-16 1.311220e-10 displacement 3.854818e-07 9.884616e-12 3.852897e-13 44 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.035523 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.241065e-18 0.000000e+00 energy 1.311220e-08 3.166465e-17 1.311220e-10 displacement 3.854818e-07 6.608314e-13 3.852892e-13 45 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.071181 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.993828e-18 0.000000e+00 energy 1.311220e-08 5.600876e-17 1.311220e-10 displacement 3.854818e-07 7.417483e-13 3.852878e-13 46 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.279947 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 4.359674e-18 0.000000e+00 energy 1.311220e-08 1.903441e-16 1.311220e-10 displacement 3.854818e-07 1.088710e-11 3.852914e-13 47 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.317995 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.696864e-18 0.000000e+00 energy 1.311220e-08 3.147695e-16 1.311220e-10 displacement 3.854818e-07 2.803458e-11 3.853357e-13 48 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.486775 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.083734e-18 0.000000e+00 energy 1.311220e-08 2.548245e-16 1.311220e-10 displacement 3.854818e-07 5.626841e-12 3.853474e-13 49 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.231512 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.254528e-18 0.000000e+00 energy 1.311220e-08 1.427836e-16 1.311220e-10 displacement 3.854818e-07 5.233396e-12 3.853390e-13 50 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.203194 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.879418e-18 0.000000e+00 energy 1.311220e-08 1.503177e-16 1.311220e-10 displacement 3.854818e-07 1.346940e-11 3.853327e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.291453 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.136468e-18 0.000000e+00 energy 1.311220e-08 3.001831e-17 1.311220e-10 displacement 3.854818e-07 6.267525e-12 3.853072e-13 52 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.073610 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 5.731037e-18 0.000000e+00 energy 1.311220e-08 1.227603e-16 1.311220e-10 displacement 3.854818e-07 8.599893e-12 3.852915e-13 53 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 136 stiffness matrix reformations = 6 step from line search = 0.051045 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 2.752240e-18 0.000000e+00 energy 1.311220e-08 4.907951e-17 1.311220e-10 displacement 3.854818e-07 4.364427e-12 3.852892e-13 54 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.044968 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.119403e-18 0.000000e+00 energy 1.311220e-08 2.901310e-17 1.311220e-10 displacement 3.854818e-07 1.537960e-12 3.852889e-13 55 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 143 stiffness matrix reformations = 6 step from line search = 0.060851 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 8.207198e-19 0.000000e+00 energy 1.311220e-08 2.362797e-17 1.311220e-10 displacement 3.854818e-07 5.002663e-13 3.852884e-13 56 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.241136 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.575260e-18 0.000000e+00 energy 1.311220e-08 8.742991e-17 1.311220e-10 displacement 3.854818e-07 3.532044e-12 3.852877e-13 57 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.307952 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.218243e-18 0.000000e+00 energy 1.311220e-08 1.626237e-16 1.311220e-10 displacement 3.854818e-07 1.737215e-11 3.853071e-13 58 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 151 stiffness matrix reformations = 6 step from line search = 0.530591 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.650925e-18 0.000000e+00 energy 1.311220e-08 1.205373e-16 1.311220e-10 displacement 3.854818e-07 3.463911e-12 3.853180e-13 59 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 153 stiffness matrix reformations = 6 step from line search = 0.364268 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.832110e-18 0.000000e+00 energy 1.311220e-08 1.188485e-16 1.311220e-10 displacement 3.854818e-07 2.753332e-12 3.853126e-13 60 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 155 stiffness matrix reformations = 6 step from line search = 0.223075 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.995514e-18 0.000000e+00 energy 1.311220e-08 8.804265e-17 1.311220e-10 displacement 3.854818e-07 3.058904e-12 3.853029e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.330005 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.507238e-18 0.000000e+00 energy 1.311220e-08 2.531953e-17 1.311220e-10 displacement 3.854818e-07 3.543594e-12 3.852922e-13 62 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 159 stiffness matrix reformations = 7 step from line search = 0.071785 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.535954e-18 0.000000e+00 energy 1.311220e-08 2.093563e-17 1.311220e-10 displacement 3.854818e-07 3.771100e-12 3.852878e-13 63 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.086247 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.121816e-18 0.000000e+00 energy 1.311220e-08 5.975035e-17 1.311220e-10 displacement 3.854818e-07 2.281955e-12 3.852881e-13 64 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.056506 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.426808e-19 0.000000e+00 energy 1.311220e-08 2.308651e-17 1.311220e-10 displacement 3.854818e-07 4.267444e-13 3.852881e-13 65 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 167 stiffness matrix reformations = 7 step from line search = 0.130687 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 8.513811e-19 0.000000e+00 energy 1.311220e-08 3.680051e-17 1.311220e-10 displacement 3.854818e-07 6.649805e-13 3.852873e-13 66 Nonlinear solution status: time= 0.813213 stiffness updates = 5 right hand side evaluations = 170 stiffness matrix reformations = 7 step from line search = 0.271968 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.427187e-18 0.000000e+00 energy 1.311220e-08 7.369073e-17 1.311220e-10 displacement 3.854818e-07 5.108675e-12 3.852895e-13 67 Nonlinear solution status: time= 0.813213 stiffness updates = 6 right hand side evaluations = 173 stiffness matrix reformations = 7 step from line search = 0.313608 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 8.747991e-19 0.000000e+00 energy 1.311220e-08 1.185137e-16 1.311220e-10 displacement 3.854818e-07 1.117244e-11 3.853073e-13 68 Nonlinear solution status: time= 0.813213 stiffness updates = 7 right hand side evaluations = 175 stiffness matrix reformations = 7 step from line search = 0.482309 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.302811e-18 0.000000e+00 energy 1.311220e-08 1.069112e-16 1.311220e-10 displacement 3.854818e-07 3.374752e-12 3.853080e-13 69 Nonlinear solution status: time= 0.813213 stiffness updates = 8 right hand side evaluations = 178 stiffness matrix reformations = 7 step from line search = 0.270345 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.407177e-18 0.000000e+00 energy 1.311220e-08 6.496038e-17 1.311220e-10 displacement 3.854818e-07 6.231339e-12 3.853035e-13 70 Nonlinear solution status: time= 0.813213 stiffness updates = 9 right hand side evaluations = 180 stiffness matrix reformations = 7 step from line search = 0.180193 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.735960e-18 0.000000e+00 energy 1.311220e-08 8.324752e-17 1.311220e-10 displacement 3.854818e-07 9.846278e-12 3.853098e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.813213 stiffness updates = 0 right hand side evaluations = 182 stiffness matrix reformations = 8 step from line search = 0.342080 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.792873e-18 0.000000e+00 energy 1.311220e-08 5.376949e-18 1.311220e-10 displacement 3.854818e-07 4.096121e-12 3.852959e-13 72 Nonlinear solution status: time= 0.813213 stiffness updates = 1 right hand side evaluations = 184 stiffness matrix reformations = 8 step from line search = 0.068611 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 1.875918e-18 0.000000e+00 energy 1.311220e-08 3.215530e-17 1.311220e-10 displacement 3.854818e-07 5.589649e-12 3.852890e-13 73 Nonlinear solution status: time= 0.813213 stiffness updates = 2 right hand side evaluations = 187 stiffness matrix reformations = 8 step from line search = 0.051055 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 6.303853e-19 0.000000e+00 energy 1.311220e-08 1.876787e-17 1.311220e-10 displacement 3.854818e-07 2.118736e-12 3.852882e-13 74 Nonlinear solution status: time= 0.813213 stiffness updates = 3 right hand side evaluations = 190 stiffness matrix reformations = 8 step from line search = 0.062615 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.688400e-19 0.000000e+00 energy 1.311220e-08 1.953876e-17 1.311220e-10 displacement 3.854818e-07 9.066857e-13 3.852884e-13 75 Nonlinear solution status: time= 0.813213 stiffness updates = 4 right hand side evaluations = 194 stiffness matrix reformations = 8 step from line search = 0.103090 convergence norms : INITIAL CURRENT REQUIRED residual 5.235404e-09 3.222574e-19 0.000000e+00 energy 1.311220e-08 1.366151e-17 1.311220e-10 displacement 3.854818e-07 3.473069e-13 3.852882e-13 convergence summary number of iterations : 75 number of reformations : 8 ------- converged at time : 0.813213 ===== beginning time step 64 : 0.823213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000823213 Setting parameter "scale" to : 0.000823213 Setting parameter "scale" to : 0.000823213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.823213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.135164e-16 0.000000e+00 energy 1.302760e-08 2.937149e-13 1.302760e-10 displacement 3.850935e-07 3.850935e-07 3.850935e-13 2 Nonlinear solution status: time= 0.823213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.605045 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.202123e-16 0.000000e+00 energy 1.302760e-08 1.806820e-14 1.302760e-10 displacement 3.850935e-07 5.562852e-10 3.854493e-13 3 Nonlinear solution status: time= 0.823213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.303825 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.005147e-16 0.000000e+00 energy 1.302760e-08 3.351095e-15 1.302760e-10 displacement 3.850935e-07 2.512004e-11 3.855308e-13 4 Nonlinear solution status: time= 0.823213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.252190 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.236901e-16 0.000000e+00 energy 1.302760e-08 3.436195e-15 1.302760e-10 displacement 3.850935e-07 3.019779e-11 3.854888e-13 5 Nonlinear solution status: time= 0.823213 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.168338 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.300155e-16 0.000000e+00 energy 1.302760e-08 6.771554e-15 1.302760e-10 displacement 3.850935e-07 5.849205e-11 3.854223e-13 6 Nonlinear solution status: time= 0.823213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.123120 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.665656e-16 0.000000e+00 energy 1.302760e-08 5.923609e-15 1.302760e-10 displacement 3.850935e-07 5.085393e-11 3.854252e-13 7 Nonlinear solution status: time= 0.823213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.125202 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.591780e-16 0.000000e+00 energy 1.302760e-08 2.344126e-15 1.302760e-10 displacement 3.850935e-07 4.019984e-11 3.854460e-13 8 Nonlinear solution status: time= 0.823213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.075614 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.706350e-16 0.000000e+00 energy 1.302760e-08 1.011932e-15 1.302760e-10 displacement 3.850935e-07 7.738578e-12 3.854218e-13 9 Nonlinear solution status: time= 0.823213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.261510 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.317964e-16 0.000000e+00 energy 1.302760e-08 5.345119e-15 1.302760e-10 displacement 3.850935e-07 5.149929e-11 3.851978e-13 10 Nonlinear solution status: time= 0.823213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.163082 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.682457e-16 0.000000e+00 energy 1.302760e-08 8.164408e-15 1.302760e-10 displacement 3.850935e-07 1.331038e-10 3.850748e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.823213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.509909 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 8.665408e-17 0.000000e+00 energy 1.302760e-08 1.393374e-15 1.302760e-10 displacement 3.850935e-07 6.025827e-11 3.849501e-13 12 Nonlinear solution status: time= 0.823213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.102720 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 5.551653e-17 0.000000e+00 energy 1.302760e-08 2.103227e-15 1.302760e-10 displacement 3.850935e-07 2.631641e-11 3.849138e-13 13 Nonlinear solution status: time= 0.823213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.042765 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.598498e-17 0.000000e+00 energy 1.302760e-08 1.530006e-16 1.302760e-10 displacement 3.850935e-07 1.700432e-12 3.849096e-13 14 Nonlinear solution status: time= 0.823213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.113194 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 4.196021e-17 0.000000e+00 energy 1.302760e-08 7.901609e-16 1.302760e-10 displacement 3.850935e-07 6.224920e-12 3.849039e-13 15 Nonlinear solution status: time= 0.823213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.281868 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 4.768902e-17 0.000000e+00 energy 1.302760e-08 2.102777e-15 1.302760e-10 displacement 3.850935e-07 4.967007e-11 3.849450e-13 16 Nonlinear solution status: time= 0.823213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.315454 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 3.787300e-17 0.000000e+00 energy 1.302760e-08 1.664774e-15 1.302760e-10 displacement 3.850935e-07 5.088190e-11 3.850585e-13 17 Nonlinear solution status: time= 0.823213 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.437247 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 3.537560e-17 0.000000e+00 energy 1.302760e-08 1.858467e-15 1.302760e-10 displacement 3.850935e-07 2.116741e-11 3.851260e-13 18 Nonlinear solution status: time= 0.823213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.192789 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.475989e-17 0.000000e+00 energy 1.302760e-08 7.411552e-16 1.302760e-10 displacement 3.850935e-07 6.202504e-12 3.851201e-13 19 Nonlinear solution status: time= 0.823213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.207669 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 4.101369e-17 0.000000e+00 energy 1.302760e-08 1.013969e-15 1.302760e-10 displacement 3.850935e-07 1.423250e-11 3.850640e-13 20 Nonlinear solution status: time= 0.823213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.134086 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 4.948289e-17 0.000000e+00 energy 1.302760e-08 1.193723e-15 1.302760e-10 displacement 3.850935e-07 1.589374e-11 3.850149e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.823213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.364725 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.450366e-17 0.000000e+00 energy 1.302760e-08 6.461765e-16 1.302760e-10 displacement 3.850935e-07 2.886894e-11 3.849430e-13 22 Nonlinear solution status: time= 0.823213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.102925 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.921215e-17 0.000000e+00 energy 1.302760e-08 1.059581e-15 1.302760e-10 displacement 3.850935e-07 2.442061e-11 3.849178e-13 23 Nonlinear solution status: time= 0.823213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.078446 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.858464e-17 0.000000e+00 energy 1.302760e-08 3.402899e-16 1.302760e-10 displacement 3.850935e-07 3.675779e-12 3.849132e-13 24 Nonlinear solution status: time= 0.823213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.115164 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.630850e-17 0.000000e+00 energy 1.302760e-08 3.671832e-16 1.302760e-10 displacement 3.850935e-07 3.279628e-12 3.849077e-13 25 Nonlinear solution status: time= 0.823213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.153079 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.641464e-17 0.000000e+00 energy 1.302760e-08 4.355902e-16 1.302760e-10 displacement 3.850935e-07 9.418506e-12 3.849076e-13 26 Nonlinear solution status: time= 0.823213 stiffness updates = 5 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.318165 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 3.401551e-17 0.000000e+00 energy 1.302760e-08 9.154568e-16 1.302760e-10 displacement 3.850935e-07 3.487243e-11 3.849523e-13 27 Nonlinear solution status: time= 0.823213 stiffness updates = 6 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.321878 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.273004e-17 0.000000e+00 energy 1.302760e-08 7.718116e-16 1.302760e-10 displacement 3.850935e-07 1.524031e-11 3.850078e-13 28 Nonlinear solution status: time= 0.823213 stiffness updates = 7 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.435787 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 4.021005e-17 0.000000e+00 energy 1.302760e-08 7.819022e-16 1.302760e-10 displacement 3.850935e-07 6.628968e-12 3.849947e-13 29 Nonlinear solution status: time= 0.823213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.247497 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.901145e-17 0.000000e+00 energy 1.302760e-08 4.555090e-16 1.302760e-10 displacement 3.850935e-07 2.138390e-11 3.849789e-13 30 Nonlinear solution status: time= 0.823213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.173383 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.104094e-17 0.000000e+00 energy 1.302760e-08 5.266005e-16 1.302760e-10 displacement 3.850935e-07 1.196062e-11 3.849771e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.823213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.314482 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.370335e-17 0.000000e+00 energy 1.302760e-08 1.080073e-16 1.302760e-10 displacement 3.850935e-07 1.073276e-11 3.849394e-13 32 Nonlinear solution status: time= 0.823213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.080729 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.362375e-17 0.000000e+00 energy 1.302760e-08 2.842215e-16 1.302760e-10 displacement 3.850935e-07 1.156921e-11 3.849156e-13 33 Nonlinear solution status: time= 0.823213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.056665 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.032002e-17 0.000000e+00 energy 1.302760e-08 2.017584e-16 1.302760e-10 displacement 3.850935e-07 5.310272e-12 3.849094e-13 34 Nonlinear solution status: time= 0.823213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.064662 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 6.431851e-18 0.000000e+00 energy 1.302760e-08 7.697244e-17 1.302760e-10 displacement 3.850935e-07 1.477018e-12 3.849072e-13 35 Nonlinear solution status: time= 0.823213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.156298 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.801125e-17 0.000000e+00 energy 1.302760e-08 1.904431e-16 1.302760e-10 displacement 3.850935e-07 1.468936e-12 3.849052e-13 36 Nonlinear solution status: time= 0.823213 stiffness updates = 5 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.224275 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.337220e-17 0.000000e+00 energy 1.302760e-08 3.274527e-16 1.302760e-10 displacement 3.850935e-07 6.626032e-12 3.849086e-13 37 Nonlinear solution status: time= 0.823213 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.276095 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 7.650101e-18 0.000000e+00 energy 1.302760e-08 4.068846e-16 1.302760e-10 displacement 3.850935e-07 1.156763e-11 3.849314e-13 38 Nonlinear solution status: time= 0.823213 stiffness updates = 7 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.497363 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 8.575591e-18 0.000000e+00 energy 1.302760e-08 3.854091e-16 1.302760e-10 displacement 3.850935e-07 3.773703e-12 3.849439e-13 39 Nonlinear solution status: time= 0.823213 stiffness updates = 8 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.368189 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.152423e-17 0.000000e+00 energy 1.302760e-08 4.428581e-16 1.302760e-10 displacement 3.850935e-07 5.167189e-12 3.849412e-13 40 Nonlinear solution status: time= 0.823213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.175223 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 8.447499e-18 0.000000e+00 energy 1.302760e-08 1.697747e-16 1.302760e-10 displacement 3.850935e-07 3.191353e-12 3.849368e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.823213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.342409 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 4.625580e-18 0.000000e+00 energy 1.302760e-08 1.433228e-16 1.302760e-10 displacement 3.850935e-07 6.061443e-12 3.849172e-13 42 Nonlinear solution status: time= 0.823213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.080309 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 2.365943e-18 0.000000e+00 energy 1.302760e-08 3.146411e-17 1.302760e-10 displacement 3.850935e-07 4.046413e-12 3.849087e-13 43 Nonlinear solution status: time= 0.823213 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.106181 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 1.013735e-18 0.000000e+00 energy 1.302760e-08 1.627293e-17 1.302760e-10 displacement 3.850935e-07 1.840115e-12 3.849065e-13 44 Nonlinear solution status: time= 0.823213 stiffness updates = 3 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.145373 convergence norms : INITIAL CURRENT REQUIRED residual 5.170838e-09 5.132132e-19 0.000000e+00 energy 1.302760e-08 2.039400e-17 1.302760e-10 displacement 3.850935e-07 2.447572e-13 3.849056e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.823213 ===== beginning time step 65 : 0.833213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000833213 Setting parameter "scale" to : 0.000833213 Setting parameter "scale" to : 0.000833213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.833213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.225532e-16 0.000000e+00 energy 1.294380e-08 2.990760e-13 1.294380e-10 displacement 3.847207e-07 3.847207e-07 3.847207e-13 2 Nonlinear solution status: time= 0.833213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.610184 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.428980e-16 0.000000e+00 energy 1.294380e-08 5.770872e-14 1.294380e-10 displacement 3.847207e-07 1.045682e-09 3.855082e-13 3 Nonlinear solution status: time= 0.833213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.573208 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 3.182065e-16 0.000000e+00 energy 1.294380e-08 1.290862e-14 1.294380e-10 displacement 3.847207e-07 5.305188e-11 3.855043e-13 4 Nonlinear solution status: time= 0.833213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.210985 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 4.076862e-16 0.000000e+00 energy 1.294380e-08 1.086868e-14 1.294380e-10 displacement 3.847207e-07 8.333451e-11 3.854079e-13 5 Nonlinear solution status: time= 0.833213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.168301 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 4.628647e-16 0.000000e+00 energy 1.294380e-08 1.229408e-14 1.294380e-10 displacement 3.847207e-07 1.354139e-10 3.853909e-13 6 Nonlinear solution status: time= 0.833213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.127267 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 5.790868e-16 0.000000e+00 energy 1.294380e-08 1.127547e-14 1.294380e-10 displacement 3.847207e-07 1.183805e-10 3.855071e-13 7 Nonlinear solution status: time= 0.833213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.123549 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 7.547182e-16 0.000000e+00 energy 1.294380e-08 1.690916e-14 1.294380e-10 displacement 3.847207e-07 1.080376e-10 3.857000e-13 8 Nonlinear solution status: time= 0.833213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.130910 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 6.532834e-16 0.000000e+00 energy 1.294380e-08 8.918698e-15 1.294380e-10 displacement 3.847207e-07 2.038453e-11 3.857161e-13 9 Nonlinear solution status: time= 0.833213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.148142 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 5.599448e-16 0.000000e+00 energy 1.294380e-08 1.368265e-14 1.294380e-10 displacement 3.847207e-07 4.687879e-11 3.855370e-13 10 Nonlinear solution status: time= 0.833213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.223738 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 8.538443e-16 0.000000e+00 energy 1.294380e-08 2.992822e-14 1.294380e-10 displacement 3.847207e-07 1.596344e-10 3.852899e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.833213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.451542 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 3.291458e-16 0.000000e+00 energy 1.294380e-08 6.403477e-15 1.294380e-10 displacement 3.847207e-07 2.363871e-10 3.848124e-13 12 Nonlinear solution status: time= 0.833213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.118304 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.989807e-16 0.000000e+00 energy 1.294380e-08 4.770732e-15 1.294380e-10 displacement 3.847207e-07 1.055636e-10 3.845807e-13 13 Nonlinear solution status: time= 0.833213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.070041 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 8.282005e-17 0.000000e+00 energy 1.294380e-08 1.435977e-15 1.294380e-10 displacement 3.847207e-07 3.528150e-11 3.845363e-13 14 Nonlinear solution status: time= 0.833213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.083173 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 7.080613e-17 0.000000e+00 energy 1.294380e-08 1.735184e-15 1.294380e-10 displacement 3.847207e-07 2.889543e-11 3.845578e-13 15 Nonlinear solution status: time= 0.833213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.263915 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 9.016121e-17 0.000000e+00 energy 1.294380e-08 5.182256e-15 1.294380e-10 displacement 3.847207e-07 1.722631e-10 3.848443e-13 16 Nonlinear solution status: time= 0.833213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.301516 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 8.984402e-17 0.000000e+00 energy 1.294380e-08 5.557882e-15 1.294380e-10 displacement 3.847207e-07 2.107988e-10 3.853559e-13 17 Nonlinear solution status: time= 0.833213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.454961 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.096316e-16 0.000000e+00 energy 1.294380e-08 7.024085e-15 1.294380e-10 displacement 3.847207e-07 2.032492e-10 3.856733e-13 18 Nonlinear solution status: time= 0.833213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.207287 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 7.446965e-17 0.000000e+00 energy 1.294380e-08 3.340815e-15 1.294380e-10 displacement 3.847207e-07 1.237640e-10 3.858366e-13 19 Nonlinear solution status: time= 0.833213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.239909 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.187245e-16 0.000000e+00 energy 1.294380e-08 5.861771e-15 1.294380e-10 displacement 3.847207e-07 1.294693e-10 3.857614e-13 20 Nonlinear solution status: time= 0.833213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.164601 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.889488e-16 0.000000e+00 energy 1.294380e-08 5.302935e-15 1.294380e-10 displacement 3.847207e-07 7.023486e-11 3.855799e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.833213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.390752 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 7.728936e-17 0.000000e+00 energy 1.294380e-08 3.640975e-15 1.294380e-10 displacement 3.847207e-07 2.290943e-10 3.848966e-13 22 Nonlinear solution status: time= 0.833213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.141005 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 4.075388e-17 0.000000e+00 energy 1.294380e-08 5.707294e-17 1.294380e-10 displacement 3.847207e-07 8.054099e-11 3.846523e-13 23 Nonlinear solution status: time= 0.833213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.169876 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.635500e-17 0.000000e+00 energy 1.294380e-08 9.986867e-16 1.294380e-10 displacement 3.847207e-07 3.970034e-11 3.845586e-13 24 Nonlinear solution status: time= 0.833213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.122708 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.887347e-17 0.000000e+00 energy 1.294380e-08 6.219120e-16 1.294380e-10 displacement 3.847207e-07 1.676336e-11 3.845406e-13 25 Nonlinear solution status: time= 0.833213 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.137160 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.124689e-17 0.000000e+00 energy 1.294380e-08 5.546048e-16 1.294380e-10 displacement 3.847207e-07 1.169081e-11 3.845491e-13 26 Nonlinear solution status: time= 0.833213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.280466 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.486965e-17 0.000000e+00 energy 1.294380e-08 7.116628e-16 1.294380e-10 displacement 3.847207e-07 2.549219e-11 3.845754e-13 27 Nonlinear solution status: time= 0.833213 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.219875 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.999558e-17 0.000000e+00 energy 1.294380e-08 1.283717e-15 1.294380e-10 displacement 3.847207e-07 1.171077e-10 3.847591e-13 28 Nonlinear solution status: time= 0.833213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.214360 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.566181e-17 0.000000e+00 energy 1.294380e-08 5.810979e-16 1.294380e-10 displacement 3.847207e-07 1.880558e-11 3.848629e-13 29 Nonlinear solution status: time= 0.833213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.257720 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.772351e-17 0.000000e+00 energy 1.294380e-08 1.109278e-15 1.294380e-10 displacement 3.847207e-07 1.821610e-11 3.848501e-13 30 Nonlinear solution status: time= 0.833213 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.112719 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.209662e-17 0.000000e+00 energy 1.294380e-08 4.987903e-16 1.294380e-10 displacement 3.847207e-07 1.363987e-11 3.848045e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.833213 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.337690 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.106705e-17 0.000000e+00 energy 1.294380e-08 4.421141e-16 1.294380e-10 displacement 3.847207e-07 4.536230e-11 3.846421e-13 32 Nonlinear solution status: time= 0.833213 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.119136 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 5.967195e-18 0.000000e+00 energy 1.294380e-08 9.020443e-17 1.294380e-10 displacement 3.847207e-07 1.795838e-11 3.845715e-13 33 Nonlinear solution status: time= 0.833213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.115419 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 4.750680e-18 0.000000e+00 energy 1.294380e-08 1.200231e-16 1.294380e-10 displacement 3.847207e-07 1.271878e-11 3.845363e-13 34 Nonlinear solution status: time= 0.833213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.129875 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 6.674204e-18 0.000000e+00 energy 1.294380e-08 2.197360e-16 1.294380e-10 displacement 3.847207e-07 8.953513e-12 3.845258e-13 35 Nonlinear solution status: time= 0.833213 stiffness updates = 4 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.045194 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.468993e-18 0.000000e+00 energy 1.294380e-08 4.640894e-17 1.294380e-10 displacement 3.847207e-07 7.591434e-13 3.845259e-13 36 Nonlinear solution status: time= 0.833213 stiffness updates = 5 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.166916 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.682613e-18 0.000000e+00 energy 1.294380e-08 1.051304e-16 1.294380e-10 displacement 3.847207e-07 1.278222e-12 3.845263e-13 37 Nonlinear solution status: time= 0.833213 stiffness updates = 6 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.215953 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 4.985162e-18 0.000000e+00 energy 1.294380e-08 2.278642e-16 1.294380e-10 displacement 3.847207e-07 1.397064e-11 3.845420e-13 38 Nonlinear solution status: time= 0.833213 stiffness updates = 7 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.192095 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 4.737405e-18 0.000000e+00 energy 1.294380e-08 3.082221e-16 1.294380e-10 displacement 3.847207e-07 2.247503e-11 3.845988e-13 39 Nonlinear solution status: time= 0.833213 stiffness updates = 8 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.230120 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 3.044777e-18 0.000000e+00 energy 1.294380e-08 1.491382e-16 1.294380e-10 displacement 3.847207e-07 3.246934e-12 3.846268e-13 40 Nonlinear solution status: time= 0.833213 stiffness updates = 9 right hand side evaluations = 102 stiffness matrix reformations = 4 step from line search = 0.201999 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 3.121919e-18 0.000000e+00 energy 1.294380e-08 6.153398e-17 1.294380e-10 displacement 3.847207e-07 1.341951e-12 3.846137e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.833213 stiffness updates = 0 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.252709 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.357068e-18 0.000000e+00 energy 1.294380e-08 7.382378e-17 1.294380e-10 displacement 3.847207e-07 8.431402e-12 3.845709e-13 42 Nonlinear solution status: time= 0.833213 stiffness updates = 1 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.080264 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 2.942649e-18 0.000000e+00 energy 1.294380e-08 5.298011e-17 1.294380e-10 displacement 3.847207e-07 9.235535e-12 3.845417e-13 43 Nonlinear solution status: time= 0.833213 stiffness updates = 2 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.080925 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 3.790720e-18 0.000000e+00 energy 1.294380e-08 1.011921e-16 1.294380e-10 displacement 3.847207e-07 7.477562e-12 3.845296e-13 44 Nonlinear solution status: time= 0.833213 stiffness updates = 3 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.052374 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.961565e-18 0.000000e+00 energy 1.294380e-08 2.136986e-17 1.294380e-10 displacement 3.847207e-07 1.394319e-12 3.845280e-13 45 Nonlinear solution status: time= 0.833213 stiffness updates = 4 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.057510 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 1.425674e-18 0.000000e+00 energy 1.294380e-08 3.901034e-17 1.294380e-10 displacement 3.847207e-07 5.454392e-13 3.845278e-13 46 Nonlinear solution status: time= 0.833213 stiffness updates = 5 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.076592 convergence norms : INITIAL CURRENT REQUIRED residual 5.107075e-09 7.527202e-19 0.000000e+00 energy 1.294380e-08 2.451537e-17 1.294380e-10 displacement 3.847207e-07 2.217271e-13 3.845273e-13 convergence summary number of iterations : 46 number of reformations : 5 ------- converged at time : 0.833213 ===== beginning time step 66 : 0.843213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000843213 Setting parameter "scale" to : 0.000843213 Setting parameter "scale" to : 0.000843213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.843213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.076111e-16 0.000000e+00 energy 1.286065e-08 2.954936e-13 1.286065e-10 displacement 3.843440e-07 3.843440e-07 3.843440e-13 2 Nonlinear solution status: time= 0.843213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.601537 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 3.035526e-16 0.000000e+00 energy 1.286065e-08 4.821642e-14 1.286065e-10 displacement 3.843440e-07 1.293024e-09 3.853435e-13 3 Nonlinear solution status: time= 0.843213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.437288 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 4.217008e-16 0.000000e+00 energy 1.286065e-08 1.552160e-14 1.286065e-10 displacement 3.843440e-07 6.410893e-11 3.854538e-13 4 Nonlinear solution status: time= 0.843213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.205411 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 5.763662e-16 0.000000e+00 energy 1.286065e-08 1.256002e-14 1.286065e-10 displacement 3.843440e-07 1.491178e-10 3.854132e-13 5 Nonlinear solution status: time= 0.843213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.193341 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 6.225998e-16 0.000000e+00 energy 1.286065e-08 1.750567e-14 1.286065e-10 displacement 3.843440e-07 4.151154e-10 3.857559e-13 6 Nonlinear solution status: time= 0.843213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.153833 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 6.365007e-16 0.000000e+00 energy 1.286065e-08 1.370040e-14 1.286065e-10 displacement 3.843440e-07 2.115536e-10 3.862888e-13 7 Nonlinear solution status: time= 0.843213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.172719 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 5.717978e-16 0.000000e+00 energy 1.286065e-08 9.383009e-15 1.286065e-10 displacement 3.843440e-07 7.424327e-11 3.864035e-13 8 Nonlinear solution status: time= 0.843213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.130363 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 4.468442e-16 0.000000e+00 energy 1.286065e-08 5.582353e-15 1.286065e-10 displacement 3.843440e-07 3.960315e-11 3.860176e-13 9 Nonlinear solution status: time= 0.843213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.172693 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 5.994087e-16 0.000000e+00 energy 1.286065e-08 1.412018e-14 1.286065e-10 displacement 3.843440e-07 2.085653e-10 3.851686e-13 10 Nonlinear solution status: time= 0.843213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.110943 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 3.625564e-16 0.000000e+00 energy 1.286065e-08 7.769429e-15 1.286065e-10 displacement 3.843440e-07 1.118747e-10 3.847784e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.843213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.438552 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.635843e-16 0.000000e+00 energy 1.286065e-08 3.378561e-15 1.286065e-10 displacement 3.843440e-07 1.719006e-10 3.843640e-13 12 Nonlinear solution status: time= 0.843213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.091407 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 7.510623e-17 0.000000e+00 energy 1.286065e-08 1.004873e-15 1.286065e-10 displacement 3.843440e-07 9.167556e-11 3.841841e-13 13 Nonlinear solution status: time= 0.843213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.071788 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.439171e-17 0.000000e+00 energy 1.286065e-08 5.793387e-16 1.286065e-10 displacement 3.843440e-07 1.988857e-11 3.841597e-13 14 Nonlinear solution status: time= 0.843213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.126185 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.079882e-17 0.000000e+00 energy 1.286065e-08 1.034863e-15 1.286065e-10 displacement 3.843440e-07 1.176862e-11 3.841649e-13 15 Nonlinear solution status: time= 0.843213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.251436 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.764636e-17 0.000000e+00 energy 1.286065e-08 1.441087e-15 1.286065e-10 displacement 3.843440e-07 2.530554e-11 3.842076e-13 16 Nonlinear solution status: time= 0.843213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.291657 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.756696e-17 0.000000e+00 energy 1.286065e-08 1.617591e-15 1.286065e-10 displacement 3.843440e-07 4.147272e-11 3.842890e-13 17 Nonlinear solution status: time= 0.843213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.321932 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.692465e-17 0.000000e+00 energy 1.286065e-08 1.124968e-15 1.286065e-10 displacement 3.843440e-07 3.123086e-11 3.843491e-13 18 Nonlinear solution status: time= 0.843213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.387913 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 3.386755e-17 0.000000e+00 energy 1.286065e-08 2.324695e-15 1.286065e-10 displacement 3.843440e-07 5.775650e-11 3.844107e-13 19 Nonlinear solution status: time= 0.843213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.241052 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 3.699591e-17 0.000000e+00 energy 1.286065e-08 1.745415e-15 1.286065e-10 displacement 3.843440e-07 3.327356e-11 3.844457e-13 20 Nonlinear solution status: time= 0.843213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.180567 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 5.112989e-17 0.000000e+00 energy 1.286065e-08 1.728477e-15 1.286065e-10 displacement 3.843440e-07 1.956162e-11 3.844433e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.843213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.382309 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.428877e-17 0.000000e+00 energy 1.286065e-08 8.815898e-16 1.286065e-10 displacement 3.843440e-07 5.636524e-11 3.842651e-13 22 Nonlinear solution status: time= 0.843213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.111952 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.703917e-17 0.000000e+00 energy 1.286065e-08 2.715959e-16 1.286065e-10 displacement 3.843440e-07 2.924209e-11 3.841852e-13 23 Nonlinear solution status: time= 0.843213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.133941 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.365401e-17 0.000000e+00 energy 1.286065e-08 4.472045e-16 1.286065e-10 displacement 3.843440e-07 1.801162e-11 3.841543e-13 24 Nonlinear solution status: time= 0.843213 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.088548 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 4.107966e-18 0.000000e+00 energy 1.286065e-08 1.697045e-16 1.286065e-10 displacement 3.843440e-07 4.735802e-12 3.841504e-13 25 Nonlinear solution status: time= 0.843213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.222418 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 5.653929e-18 0.000000e+00 energy 1.286065e-08 2.548325e-16 1.286065e-10 displacement 3.843440e-07 5.626077e-12 3.841551e-13 26 Nonlinear solution status: time= 0.843213 stiffness updates = 5 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.289804 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 6.360411e-18 0.000000e+00 energy 1.286065e-08 4.255762e-16 1.286065e-10 displacement 3.843440e-07 2.697654e-11 3.841985e-13 27 Nonlinear solution status: time= 0.843213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.311188 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 4.530794e-18 0.000000e+00 energy 1.286065e-08 2.912376e-16 1.286065e-10 displacement 3.843440e-07 1.217844e-11 3.842418e-13 28 Nonlinear solution status: time= 0.843213 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.415025 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 7.203851e-18 0.000000e+00 energy 1.286065e-08 2.832489e-16 1.286065e-10 displacement 3.843440e-07 1.396344e-11 3.842386e-13 29 Nonlinear solution status: time= 0.843213 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.138062 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 5.899233e-18 0.000000e+00 energy 1.286065e-08 1.591152e-16 1.286065e-10 displacement 3.843440e-07 1.007393e-11 3.842389e-13 30 Nonlinear solution status: time= 0.843213 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.161320 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 8.452574e-18 0.000000e+00 energy 1.286065e-08 3.497432e-16 1.286065e-10 displacement 3.843440e-07 1.418364e-11 3.842455e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.843213 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.407215 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 3.597654e-18 0.000000e+00 energy 1.286065e-08 1.831602e-16 1.286065e-10 displacement 3.843440e-07 1.764907e-11 3.841842e-13 32 Nonlinear solution status: time= 0.843213 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.120086 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.540524e-18 0.000000e+00 energy 1.286065e-08 2.644209e-17 1.286065e-10 displacement 3.843440e-07 7.973486e-12 3.841603e-13 33 Nonlinear solution status: time= 0.843213 stiffness updates = 2 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.131826 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 2.174469e-18 0.000000e+00 energy 1.286065e-08 8.462572e-17 1.286065e-10 displacement 3.843440e-07 5.316157e-12 3.841514e-13 34 Nonlinear solution status: time= 0.843213 stiffness updates = 3 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.100203 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 9.821520e-19 0.000000e+00 energy 1.286065e-08 3.885358e-17 1.286065e-10 displacement 3.843440e-07 1.335781e-12 3.841507e-13 35 Nonlinear solution status: time= 0.843213 stiffness updates = 4 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.161352 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.083853e-18 0.000000e+00 energy 1.286065e-08 4.801892e-17 1.286065e-10 displacement 3.843440e-07 1.097344e-12 3.841520e-13 36 Nonlinear solution status: time= 0.843213 stiffness updates = 5 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.235779 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.581422e-18 0.000000e+00 energy 1.286065e-08 7.718502e-17 1.286065e-10 displacement 3.843440e-07 2.660947e-12 3.841566e-13 37 Nonlinear solution status: time= 0.843213 stiffness updates = 6 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.248853 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.463591e-18 0.000000e+00 energy 1.286065e-08 9.856230e-17 1.286065e-10 displacement 3.843440e-07 6.785341e-12 3.841723e-13 38 Nonlinear solution status: time= 0.843213 stiffness updates = 7 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.258539 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.080163e-18 0.000000e+00 energy 1.286065e-08 5.178708e-17 1.286065e-10 displacement 3.843440e-07 1.997858e-12 3.841820e-13 39 Nonlinear solution status: time= 0.843213 stiffness updates = 8 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.285606 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.425154e-18 0.000000e+00 energy 1.286065e-08 6.315389e-17 1.286065e-10 displacement 3.843440e-07 1.557042e-12 3.841797e-13 40 Nonlinear solution status: time= 0.843213 stiffness updates = 9 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.174410 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.951996e-18 0.000000e+00 energy 1.286065e-08 7.267453e-17 1.286065e-10 displacement 3.843440e-07 2.095197e-12 3.841735e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.843213 stiffness updates = 0 right hand side evaluations = 100 stiffness matrix reformations = 5 step from line search = 0.363943 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.222671e-18 0.000000e+00 energy 1.286065e-08 2.443150e-17 1.286065e-10 displacement 3.843440e-07 4.292211e-12 3.841589e-13 42 Nonlinear solution status: time= 0.843213 stiffness updates = 1 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.084988 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 1.440433e-18 0.000000e+00 energy 1.286065e-08 3.101478e-17 1.286065e-10 displacement 3.843440e-07 3.532711e-12 3.841520e-13 43 Nonlinear solution status: time= 0.843213 stiffness updates = 2 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.069300 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 6.224765e-19 0.000000e+00 energy 1.286065e-08 9.658138e-18 1.286065e-10 displacement 3.843440e-07 8.412295e-13 3.841505e-13 44 Nonlinear solution status: time= 0.843213 stiffness updates = 3 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.079611 convergence norms : INITIAL CURRENT REQUIRED residual 5.044367e-09 4.122399e-19 0.000000e+00 energy 1.286065e-08 1.577361e-17 1.286065e-10 displacement 3.843440e-07 3.064055e-13 3.841500e-13 convergence summary number of iterations : 44 number of reformations : 5 ------- converged at time : 0.843213 ===== beginning time step 67 : 0.853213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000853213 Setting parameter "scale" to : 0.000853213 Setting parameter "scale" to : 0.000853213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.853213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.541638e-16 0.000000e+00 energy 1.277823e-08 2.884878e-13 1.277823e-10 displacement 3.839628e-07 3.839628e-07 3.839628e-13 2 Nonlinear solution status: time= 0.853213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.596850 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.081326e-16 0.000000e+00 energy 1.277823e-08 5.170463e-15 1.277823e-10 displacement 3.839628e-07 2.713594e-10 3.840837e-13 3 Nonlinear solution status: time= 0.853213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.256720 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 3.749130e-17 0.000000e+00 energy 1.277823e-08 1.756112e-15 1.277823e-10 displacement 3.839628e-07 1.536175e-11 3.841059e-13 4 Nonlinear solution status: time= 0.853213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.259028 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 5.690144e-17 0.000000e+00 energy 1.277823e-08 1.444226e-15 1.277823e-10 displacement 3.839628e-07 3.613938e-11 3.840327e-13 5 Nonlinear solution status: time= 0.853213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.201833 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 8.089245e-17 0.000000e+00 energy 1.277823e-08 1.684054e-15 1.277823e-10 displacement 3.839628e-07 1.060574e-10 3.840199e-13 6 Nonlinear solution status: time= 0.853213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.162740 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.067605e-16 0.000000e+00 energy 1.277823e-08 2.254740e-15 1.277823e-10 displacement 3.839628e-07 9.704125e-11 3.841604e-13 7 Nonlinear solution status: time= 0.853213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.144426 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.091815e-16 0.000000e+00 energy 1.277823e-08 1.738501e-15 1.277823e-10 displacement 3.839628e-07 5.144015e-11 3.843437e-13 8 Nonlinear solution status: time= 0.853213 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.081819 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 7.215891e-17 0.000000e+00 energy 1.277823e-08 4.535123e-16 1.277823e-10 displacement 3.839628e-07 6.010894e-12 3.843887e-13 9 Nonlinear solution status: time= 0.853213 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.140466 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 9.889297e-17 0.000000e+00 energy 1.277823e-08 8.945046e-16 1.277823e-10 displacement 3.839628e-07 2.222435e-11 3.842187e-13 10 Nonlinear solution status: time= 0.853213 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 1 step from line search = 0.144678 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 7.239414e-17 0.000000e+00 energy 1.277823e-08 1.421655e-15 1.277823e-10 displacement 3.839628e-07 1.218522e-10 3.839579e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.853213 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.538818 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.064339e-17 0.000000e+00 energy 1.277823e-08 4.674611e-16 1.277823e-10 displacement 3.839628e-07 5.522823e-11 3.838146e-13 12 Nonlinear solution status: time= 0.853213 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.094231 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.073251e-17 0.000000e+00 energy 1.277823e-08 7.718725e-16 1.277823e-10 displacement 3.839628e-07 3.363693e-11 3.837753e-13 13 Nonlinear solution status: time= 0.853213 stiffness updates = 2 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.062073 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 4.808432e-18 0.000000e+00 energy 1.277823e-08 1.608312e-16 1.277823e-10 displacement 3.839628e-07 2.359206e-12 3.837738e-13 14 Nonlinear solution status: time= 0.853213 stiffness updates = 3 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.240480 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.128003e-17 0.000000e+00 energy 1.277823e-08 5.378713e-16 1.277823e-10 displacement 3.839628e-07 2.060444e-11 3.837930e-13 15 Nonlinear solution status: time= 0.853213 stiffness updates = 4 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.274630 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.356625e-17 0.000000e+00 energy 1.277823e-08 1.089344e-15 1.277823e-10 displacement 3.839628e-07 6.254109e-11 3.839027e-13 16 Nonlinear solution status: time= 0.853213 stiffness updates = 5 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.287098 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.557768e-17 0.000000e+00 energy 1.277823e-08 9.843981e-16 1.277823e-10 displacement 3.839628e-07 4.271244e-11 3.840222e-13 17 Nonlinear solution status: time= 0.853213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.472812 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 4.207700e-17 0.000000e+00 energy 1.277823e-08 1.095940e-15 1.277823e-10 displacement 3.839628e-07 4.196998e-11 3.840191e-13 18 Nonlinear solution status: time= 0.853213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.224113 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 3.791739e-17 0.000000e+00 energy 1.277823e-08 1.292637e-15 1.277823e-10 displacement 3.839628e-07 6.251823e-11 3.840312e-13 19 Nonlinear solution status: time= 0.853213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.177769 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.385546e-17 0.000000e+00 energy 1.277823e-08 5.026497e-16 1.277823e-10 displacement 3.839628e-07 3.207604e-11 3.840511e-13 20 Nonlinear solution status: time= 0.853213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.145418 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.984023e-17 0.000000e+00 energy 1.277823e-08 9.586383e-16 1.277823e-10 displacement 3.839628e-07 1.914986e-11 3.840489e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.853213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.446175 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.556912e-17 0.000000e+00 energy 1.277823e-08 1.286886e-16 1.277823e-10 displacement 3.839628e-07 5.383775e-11 3.838632e-13 22 Nonlinear solution status: time= 0.853213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.068408 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.153346e-17 0.000000e+00 energy 1.277823e-08 3.148595e-16 1.277823e-10 displacement 3.839628e-07 5.143137e-11 3.837808e-13 23 Nonlinear solution status: time= 0.853213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.047759 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.868497e-18 0.000000e+00 energy 1.277823e-08 7.442507e-17 1.277823e-10 displacement 3.839628e-07 6.442430e-12 3.837742e-13 24 Nonlinear solution status: time= 0.853213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.218116 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 4.058874e-18 0.000000e+00 energy 1.277823e-08 1.362574e-16 1.277823e-10 displacement 3.839628e-07 4.289395e-12 3.837764e-13 25 Nonlinear solution status: time= 0.853213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.245814 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 4.659739e-18 0.000000e+00 energy 1.277823e-08 1.868504e-16 1.277823e-10 displacement 3.839628e-07 8.620851e-12 3.837910e-13 26 Nonlinear solution status: time= 0.853213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.284473 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.637939e-18 0.000000e+00 energy 1.277823e-08 1.672529e-16 1.277823e-10 displacement 3.839628e-07 7.090668e-12 3.838108e-13 27 Nonlinear solution status: time= 0.853213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.270055 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.136632e-18 0.000000e+00 energy 1.277823e-08 1.119299e-16 1.277823e-10 displacement 3.839628e-07 3.402548e-12 3.838205e-13 28 Nonlinear solution status: time= 0.853213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.325371 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 4.127225e-18 0.000000e+00 energy 1.277823e-08 1.542959e-16 1.277823e-10 displacement 3.839628e-07 4.329096e-12 3.838165e-13 29 Nonlinear solution status: time= 0.853213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.137449 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 3.634835e-18 0.000000e+00 energy 1.277823e-08 5.986036e-17 1.277823e-10 displacement 3.839628e-07 1.776514e-12 3.838104e-13 30 Nonlinear solution status: time= 0.853213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.167834 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 5.006784e-18 0.000000e+00 energy 1.277823e-08 1.528906e-16 1.277823e-10 displacement 3.839628e-07 2.909794e-12 3.837993e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.853213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.297367 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 2.655659e-18 0.000000e+00 energy 1.277823e-08 7.530497e-17 1.277823e-10 displacement 3.839628e-07 2.457961e-12 3.837871e-13 32 Nonlinear solution status: time= 0.853213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.105914 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.804804e-18 0.000000e+00 energy 1.277823e-08 6.666845e-18 1.277823e-10 displacement 3.839628e-07 2.225319e-12 3.837792e-13 33 Nonlinear solution status: time= 0.853213 stiffness updates = 2 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.104229 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 1.876741e-18 0.000000e+00 energy 1.277823e-08 6.198934e-17 1.277823e-10 displacement 3.839628e-07 1.881510e-12 3.837750e-13 34 Nonlinear solution status: time= 0.853213 stiffness updates = 3 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.077443 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 9.548293e-19 0.000000e+00 energy 1.277823e-08 2.379504e-17 1.277823e-10 displacement 3.839628e-07 6.007982e-13 3.837740e-13 35 Nonlinear solution status: time= 0.853213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.073182 convergence norms : INITIAL CURRENT REQUIRED residual 4.982566e-09 4.146755e-19 0.000000e+00 energy 1.277823e-08 1.397726e-17 1.277823e-10 displacement 3.839628e-07 1.841213e-13 3.837738e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.853213 ===== beginning time step 68 : 0.863213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000863213 Setting parameter "scale" to : 0.000863213 Setting parameter "scale" to : 0.000863213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.863213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 2.033768e-16 0.000000e+00 energy 1.269667e-08 2.893837e-13 1.269667e-10 displacement 3.835933e-07 3.835933e-07 3.835933e-13 2 Nonlinear solution status: time= 0.863213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613904 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.722509e-16 0.000000e+00 energy 1.269667e-08 4.793752e-14 1.269667e-10 displacement 3.835933e-07 8.103057e-10 3.841793e-13 3 Nonlinear solution status: time= 0.863213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.156347e-15 0.000000e+00 energy 1.269667e-08 2.106096e-14 1.269667e-10 displacement 3.835933e-07 7.539576e-11 3.838419e-13 4 Nonlinear solution status: time= 0.863213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.148615 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 6.557158e-16 0.000000e+00 energy 1.269667e-08 4.997317e-15 1.269667e-10 displacement 3.835933e-07 6.616616e-11 3.836799e-13 5 Nonlinear solution status: time= 0.863213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.124393 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.141193e-16 0.000000e+00 energy 1.269667e-08 3.807844e-15 1.269667e-10 displacement 3.835933e-07 5.626257e-11 3.836341e-13 6 Nonlinear solution status: time= 0.863213 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.165949 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 2.527367e-16 0.000000e+00 energy 1.269667e-08 3.199990e-15 1.269667e-10 displacement 3.835933e-07 2.213162e-11 3.836241e-13 7 Nonlinear solution status: time= 0.863213 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.239890 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.325624e-16 0.000000e+00 energy 1.269667e-08 9.160285e-15 1.269667e-10 displacement 3.835933e-07 1.782312e-11 3.835659e-13 8 Nonlinear solution status: time= 0.863213 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.172079 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 2.570665e-16 0.000000e+00 energy 1.269667e-08 1.076238e-14 1.269667e-10 displacement 3.835933e-07 3.942136e-11 3.835288e-13 9 Nonlinear solution status: time= 0.863213 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.127955 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.209819e-16 0.000000e+00 energy 1.269667e-08 6.416256e-15 1.269667e-10 displacement 3.835933e-07 1.575755e-11 3.835509e-13 10 Nonlinear solution status: time= 0.863213 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.274866 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 2.187799e-16 0.000000e+00 energy 1.269667e-08 6.285583e-15 1.269667e-10 displacement 3.835933e-07 1.463033e-11 3.836206e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.863213 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.406017 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 9.029582e-17 0.000000e+00 energy 1.269667e-08 3.204266e-15 1.269667e-10 displacement 3.835933e-07 5.117755e-11 3.834747e-13 12 Nonlinear solution status: time= 0.863213 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.085765 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.856518e-17 0.000000e+00 energy 1.269667e-08 1.268049e-16 1.269667e-10 displacement 3.835933e-07 1.988636e-11 3.834225e-13 13 Nonlinear solution status: time= 0.863213 stiffness updates = 2 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.118909 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.677388e-17 0.000000e+00 energy 1.269667e-08 2.270431e-15 1.269667e-10 displacement 3.835933e-07 1.089232e-11 3.834129e-13 14 Nonlinear solution status: time= 0.863213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.064307 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.746811e-17 0.000000e+00 energy 1.269667e-08 4.133849e-16 1.269667e-10 displacement 3.835933e-07 1.988721e-12 3.834168e-13 15 Nonlinear solution status: time= 0.863213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.240502 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 5.189446e-17 0.000000e+00 energy 1.269667e-08 1.390275e-15 1.269667e-10 displacement 3.835933e-07 7.509531e-12 3.834325e-13 16 Nonlinear solution status: time= 0.863213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.250504 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 6.429381e-17 0.000000e+00 energy 1.269667e-08 2.446699e-15 1.269667e-10 displacement 3.835933e-07 2.129546e-11 3.834784e-13 17 Nonlinear solution status: time= 0.863213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.297182 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 5.102597e-17 0.000000e+00 energy 1.269667e-08 1.951308e-15 1.269667e-10 displacement 3.835933e-07 1.989111e-11 3.835267e-13 18 Nonlinear solution status: time= 0.863213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.494271 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 5.668509e-17 0.000000e+00 energy 1.269667e-08 3.104027e-15 1.269667e-10 displacement 3.835933e-07 5.008781e-11 3.835745e-13 19 Nonlinear solution status: time= 0.863213 stiffness updates = 8 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.321980 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 4.870880e-17 0.000000e+00 energy 1.269667e-08 2.498119e-15 1.269667e-10 displacement 3.835933e-07 4.041512e-11 3.836250e-13 20 Nonlinear solution status: time= 0.863213 stiffness updates = 9 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.219714 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 6.160395e-17 0.000000e+00 energy 1.269667e-08 1.533900e-15 1.269667e-10 displacement 3.835933e-07 1.688147e-11 3.836248e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.863213 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 0.375137 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 2.774026e-17 0.000000e+00 energy 1.269667e-08 1.480965e-15 1.269667e-10 displacement 3.835933e-07 3.846295e-11 3.834874e-13 22 Nonlinear solution status: time= 0.863213 stiffness updates = 1 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.094731 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.329761e-17 0.000000e+00 energy 1.269667e-08 2.959126e-16 1.269667e-10 displacement 3.835933e-07 1.683170e-11 3.834307e-13 23 Nonlinear solution status: time= 0.863213 stiffness updates = 2 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.133687 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 9.748110e-18 0.000000e+00 energy 1.269667e-08 2.960912e-16 1.269667e-10 displacement 3.835933e-07 7.932800e-12 3.834095e-13 24 Nonlinear solution status: time= 0.863213 stiffness updates = 3 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.101963 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 8.007067e-18 0.000000e+00 energy 1.269667e-08 2.830917e-16 1.269667e-10 displacement 3.835933e-07 3.320821e-12 3.834049e-13 25 Nonlinear solution status: time= 0.863213 stiffness updates = 4 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.199597 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 7.213763e-18 0.000000e+00 energy 1.269667e-08 5.498819e-16 1.269667e-10 displacement 3.835933e-07 6.444267e-12 3.834095e-13 26 Nonlinear solution status: time= 0.863213 stiffness updates = 5 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.225175 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.513433e-17 0.000000e+00 energy 1.269667e-08 3.188721e-16 1.269667e-10 displacement 3.835933e-07 5.407424e-12 3.834183e-13 27 Nonlinear solution status: time= 0.863213 stiffness updates = 6 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.225665 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.904364e-17 0.000000e+00 energy 1.269667e-08 4.046583e-16 1.269667e-10 displacement 3.835933e-07 6.605131e-12 3.834311e-13 28 Nonlinear solution status: time= 0.863213 stiffness updates = 7 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.317134 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.181700e-17 0.000000e+00 energy 1.269667e-08 5.676284e-16 1.269667e-10 displacement 3.835933e-07 1.666620e-11 3.834569e-13 29 Nonlinear solution status: time= 0.863213 stiffness updates = 8 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.241124 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.020693e-17 0.000000e+00 energy 1.269667e-08 6.481989e-16 1.269667e-10 displacement 3.835933e-07 5.075196e-12 3.834702e-13 30 Nonlinear solution status: time= 0.863213 stiffness updates = 9 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.168668 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.014675e-17 0.000000e+00 energy 1.269667e-08 2.537970e-16 1.269667e-10 displacement 3.835933e-07 1.457195e-12 3.834655e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.863213 stiffness updates = 0 right hand side evaluations = 72 stiffness matrix reformations = 4 step from line search = 0.318387 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 5.390293e-18 0.000000e+00 energy 1.269667e-08 2.711373e-16 1.269667e-10 displacement 3.835933e-07 8.689897e-12 3.834301e-13 32 Nonlinear solution status: time= 0.863213 stiffness updates = 1 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.081835 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.695694e-18 0.000000e+00 energy 1.269667e-08 3.534986e-17 1.269667e-10 displacement 3.835933e-07 6.040025e-12 3.834120e-13 33 Nonlinear solution status: time= 0.863213 stiffness updates = 2 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.102571 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 2.521860e-18 0.000000e+00 energy 1.269667e-08 7.252213e-17 1.269667e-10 displacement 3.835933e-07 3.029337e-12 3.834047e-13 34 Nonlinear solution status: time= 0.863213 stiffness updates = 3 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.097024 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.145284e-18 0.000000e+00 energy 1.269667e-08 4.535638e-17 1.269667e-10 displacement 3.835933e-07 8.098553e-13 3.834028e-13 35 Nonlinear solution status: time= 0.863213 stiffness updates = 4 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.165519 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 6.884809e-19 0.000000e+00 energy 1.269667e-08 4.161967e-17 1.269667e-10 displacement 3.835933e-07 5.687184e-13 3.834020e-13 36 Nonlinear solution status: time= 0.863213 stiffness updates = 5 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.245739 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 8.096418e-19 0.000000e+00 energy 1.269667e-08 4.347380e-17 1.269667e-10 displacement 3.835933e-07 1.297604e-12 3.834028e-13 37 Nonlinear solution status: time= 0.863213 stiffness updates = 6 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.264040 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 9.234386e-19 0.000000e+00 energy 1.269667e-08 5.993224e-17 1.269667e-10 displacement 3.835933e-07 6.133235e-12 3.834132e-13 38 Nonlinear solution status: time= 0.863213 stiffness updates = 7 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.255479 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 8.780635e-19 0.000000e+00 energy 1.269667e-08 6.020355e-17 1.269667e-10 displacement 3.835933e-07 7.104907e-12 3.834369e-13 39 Nonlinear solution status: time= 0.863213 stiffness updates = 8 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.312919 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.487829e-18 0.000000e+00 energy 1.269667e-08 8.025971e-17 1.269667e-10 displacement 3.835933e-07 2.658830e-12 3.834536e-13 40 Nonlinear solution status: time= 0.863213 stiffness updates = 9 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.130502 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.237639e-18 0.000000e+00 energy 1.269667e-08 3.849379e-17 1.269667e-10 displacement 3.835933e-07 7.211770e-13 3.834558e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.863213 stiffness updates = 0 right hand side evaluations = 98 stiffness matrix reformations = 5 step from line search = 0.296877 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 8.180934e-19 0.000000e+00 energy 1.269667e-08 3.815781e-17 1.269667e-10 displacement 3.835933e-07 5.955721e-12 3.834274e-13 42 Nonlinear solution status: time= 0.863213 stiffness updates = 1 right hand side evaluations = 100 stiffness matrix reformations = 5 step from line search = 0.081070 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 9.310938e-19 0.000000e+00 energy 1.269667e-08 5.878627e-18 1.269667e-10 displacement 3.835933e-07 4.379409e-12 3.834115e-13 43 Nonlinear solution status: time= 0.863213 stiffness updates = 2 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.077345 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 1.307790e-18 0.000000e+00 energy 1.269667e-08 3.541188e-17 1.269667e-10 displacement 3.835933e-07 3.858785e-12 3.834043e-13 44 Nonlinear solution status: time= 0.863213 stiffness updates = 3 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.048483 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 5.178719e-19 0.000000e+00 energy 1.269667e-08 7.801700e-18 1.269667e-10 displacement 3.835933e-07 7.796947e-13 3.834033e-13 45 Nonlinear solution status: time= 0.863213 stiffness updates = 4 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.062226 convergence norms : INITIAL CURRENT REQUIRED residual 4.921194e-09 3.230337e-19 0.000000e+00 energy 1.269667e-08 1.091600e-17 1.269667e-10 displacement 3.835933e-07 1.646526e-13 3.834032e-13 convergence summary number of iterations : 45 number of reformations : 5 ------- converged at time : 0.863213 ===== beginning time step 69 : 0.873213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000873213 Setting parameter "scale" to : 0.000873213 Setting parameter "scale" to : 0.000873213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.873213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.633842e-16 0.000000e+00 energy 1.261566e-08 2.844736e-13 1.261566e-10 displacement 3.832175e-07 3.832175e-07 3.832175e-13 2 Nonlinear solution status: time= 0.873213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.612130 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 8.477501e-17 0.000000e+00 energy 1.261566e-08 1.213694e-14 1.261566e-10 displacement 3.832175e-07 2.864997e-10 3.833384e-13 3 Nonlinear solution status: time= 0.873213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.474801 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.141563e-16 0.000000e+00 energy 1.261566e-08 3.551578e-15 1.261566e-10 displacement 3.832175e-07 3.952797e-11 3.832831e-13 4 Nonlinear solution status: time= 0.873213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.229351 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.322019e-16 0.000000e+00 energy 1.261566e-08 3.358749e-15 1.261566e-10 displacement 3.832175e-07 1.621173e-10 3.833150e-13 5 Nonlinear solution status: time= 0.873213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.188484 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.463724e-16 0.000000e+00 energy 1.261566e-08 3.348078e-15 1.261566e-10 displacement 3.832175e-07 1.839680e-10 3.836649e-13 6 Nonlinear solution status: time= 0.873213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.191307 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.165974e-16 0.000000e+00 energy 1.261566e-08 1.349970e-15 1.261566e-10 displacement 3.832175e-07 2.186291e-11 3.838097e-13 7 Nonlinear solution status: time= 0.873213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.168583 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.282880e-16 0.000000e+00 energy 1.261566e-08 1.670840e-15 1.261566e-10 displacement 3.832175e-07 1.877106e-11 3.836625e-13 8 Nonlinear solution status: time= 0.873213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.102554 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.425912e-16 0.000000e+00 energy 1.261566e-08 1.329323e-15 1.261566e-10 displacement 3.832175e-07 2.191302e-11 3.834967e-13 9 Nonlinear solution status: time= 0.873213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.119242 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.140176e-16 0.000000e+00 energy 1.261566e-08 3.623810e-15 1.261566e-10 displacement 3.832175e-07 8.893460e-11 3.832631e-13 10 Nonlinear solution status: time= 0.873213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.077332 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 7.225531e-17 0.000000e+00 energy 1.261566e-08 7.845180e-16 1.261566e-10 displacement 3.832175e-07 3.174737e-11 3.832018e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.873213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.437664 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 2.712675e-17 0.000000e+00 energy 1.261566e-08 8.144736e-16 1.261566e-10 displacement 3.832175e-07 3.850967e-11 3.830798e-13 12 Nonlinear solution status: time= 0.873213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.097666 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.168561e-17 0.000000e+00 energy 1.261566e-08 2.483768e-16 1.261566e-10 displacement 3.832175e-07 2.358822e-11 3.830336e-13 13 Nonlinear solution status: time= 0.873213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.085024 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 4.058739e-18 0.000000e+00 energy 1.261566e-08 1.741106e-16 1.261566e-10 displacement 3.832175e-07 3.496320e-12 3.830272e-13 14 Nonlinear solution status: time= 0.873213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.153937 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 3.831727e-18 0.000000e+00 energy 1.261566e-08 2.782694e-16 1.261566e-10 displacement 3.832175e-07 2.814153e-12 3.830256e-13 15 Nonlinear solution status: time= 0.873213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.254714 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 6.105965e-18 0.000000e+00 energy 1.261566e-08 4.341190e-16 1.261566e-10 displacement 3.832175e-07 3.266084e-11 3.830613e-13 16 Nonlinear solution status: time= 0.873213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.261068 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 6.723087e-18 0.000000e+00 energy 1.261566e-08 4.849915e-16 1.261566e-10 displacement 3.832175e-07 2.285666e-11 3.831290e-13 17 Nonlinear solution status: time= 0.873213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.321341 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 6.153030e-18 0.000000e+00 energy 1.261566e-08 4.391637e-16 1.261566e-10 displacement 3.832175e-07 2.260655e-11 3.831755e-13 18 Nonlinear solution status: time= 0.873213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.209963 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 7.062377e-18 0.000000e+00 energy 1.261566e-08 3.139760e-16 1.261566e-10 displacement 3.832175e-07 9.768716e-12 3.831795e-13 19 Nonlinear solution status: time= 0.873213 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.134413 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 8.364896e-18 0.000000e+00 energy 1.261566e-08 2.767409e-16 1.261566e-10 displacement 3.832175e-07 6.466794e-12 3.831621e-13 20 Nonlinear solution status: time= 0.873213 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.148438 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 9.293665e-18 0.000000e+00 energy 1.261566e-08 2.089075e-16 1.261566e-10 displacement 3.832175e-07 1.641159e-11 3.831345e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.873213 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.265696 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 6.878170e-18 0.000000e+00 energy 1.261566e-08 8.524646e-17 1.261566e-10 displacement 3.832175e-07 1.061296e-11 3.830809e-13 22 Nonlinear solution status: time= 0.873213 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.074089 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 9.248979e-18 0.000000e+00 energy 1.261566e-08 1.998138e-16 1.261566e-10 displacement 3.832175e-07 1.743794e-11 3.830394e-13 23 Nonlinear solution status: time= 0.873213 stiffness updates = 2 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.043258 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 5.319984e-18 0.000000e+00 energy 1.261566e-08 4.528348e-17 1.261566e-10 displacement 3.832175e-07 5.761737e-12 3.830298e-13 24 Nonlinear solution status: time= 0.873213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.042330 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.806605e-18 0.000000e+00 energy 1.261566e-08 7.752046e-17 1.261566e-10 displacement 3.832175e-07 1.666789e-12 3.830274e-13 25 Nonlinear solution status: time= 0.873213 stiffness updates = 4 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.058877 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.137733e-18 0.000000e+00 energy 1.261566e-08 5.214833e-17 1.261566e-10 displacement 3.832175e-07 1.650777e-12 3.830258e-13 26 Nonlinear solution status: time= 0.873213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.148601 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.611710e-18 0.000000e+00 energy 1.261566e-08 7.726663e-17 1.261566e-10 displacement 3.832175e-07 3.231090e-12 3.830279e-13 27 Nonlinear solution status: time= 0.873213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.318012 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.718074e-18 0.000000e+00 energy 1.261566e-08 1.980765e-16 1.261566e-10 displacement 3.832175e-07 2.217439e-11 3.830597e-13 28 Nonlinear solution status: time= 0.873213 stiffness updates = 7 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.285476 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.356441e-18 0.000000e+00 energy 1.261566e-08 1.337053e-16 1.261566e-10 displacement 3.832175e-07 6.124010e-12 3.830842e-13 29 Nonlinear solution status: time= 0.873213 stiffness updates = 8 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.487603 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 3.321028e-18 0.000000e+00 energy 1.261566e-08 2.293429e-16 1.261566e-10 displacement 3.832175e-07 9.180924e-12 3.830924e-13 30 Nonlinear solution status: time= 0.873213 stiffness updates = 9 right hand side evaluations = 79 stiffness matrix reformations = 3 step from line search = 0.158007 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.917671e-18 0.000000e+00 energy 1.261566e-08 1.754675e-16 1.261566e-10 displacement 3.832175e-07 7.127531e-12 3.831004e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.873213 stiffness updates = 0 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.288696 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 2.932360e-18 0.000000e+00 energy 1.261566e-08 1.170802e-17 1.261566e-10 displacement 3.832175e-07 8.892649e-12 3.830608e-13 32 Nonlinear solution status: time= 0.873213 stiffness updates = 1 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.061770 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 6.245274e-18 0.000000e+00 energy 1.261566e-08 1.094254e-16 1.261566e-10 displacement 3.832175e-07 1.256976e-11 3.830348e-13 33 Nonlinear solution status: time= 0.873213 stiffness updates = 2 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.043074 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 2.548140e-18 0.000000e+00 energy 1.261566e-08 4.054928e-17 1.261566e-10 displacement 3.832175e-07 4.254521e-12 3.830290e-13 34 Nonlinear solution status: time= 0.873213 stiffness updates = 3 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.034701 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 1.229131e-18 0.000000e+00 energy 1.261566e-08 1.290129e-17 1.261566e-10 displacement 3.832175e-07 1.353357e-12 3.830269e-13 35 Nonlinear solution status: time= 0.873213 stiffness updates = 4 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.039449 convergence norms : INITIAL CURRENT REQUIRED residual 4.861154e-09 8.147926e-19 0.000000e+00 energy 1.261566e-08 1.664302e-17 1.261566e-10 displacement 3.832175e-07 3.566018e-13 3.830263e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.873213 ===== beginning time step 70 : 0.883213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000883213 Setting parameter "scale" to : 0.000883213 Setting parameter "scale" to : 0.000883213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.883213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.537979e-16 0.000000e+00 energy 1.253535e-08 2.815978e-13 1.253535e-10 displacement 3.828392e-07 3.828392e-07 3.828392e-13 2 Nonlinear solution status: time= 0.883213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.617053 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 7.989640e-17 0.000000e+00 energy 1.253535e-08 1.355002e-14 1.253535e-10 displacement 3.828392e-07 2.583595e-10 3.829400e-13 3 Nonlinear solution status: time= 0.883213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 2.809043e-16 0.000000e+00 energy 1.253535e-08 6.291558e-15 1.253535e-10 displacement 3.828392e-07 4.132791e-11 3.827891e-13 4 Nonlinear solution status: time= 0.883213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.147482 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 3.067266e-16 0.000000e+00 energy 1.253535e-08 6.440133e-15 1.253535e-10 displacement 3.828392e-07 6.150452e-11 3.827452e-13 5 Nonlinear solution status: time= 0.883213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.161605 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 3.060074e-16 0.000000e+00 energy 1.253535e-08 3.708855e-15 1.253535e-10 displacement 3.828392e-07 4.422608e-11 3.828137e-13 6 Nonlinear solution status: time= 0.883213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.128423 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 2.112129e-16 0.000000e+00 energy 1.253535e-08 1.937691e-15 1.253535e-10 displacement 3.828392e-07 8.061695e-12 3.828527e-13 7 Nonlinear solution status: time= 0.883213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.335583 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.866259e-16 0.000000e+00 energy 1.253535e-08 4.964109e-15 1.253535e-10 displacement 3.828392e-07 2.439185e-11 3.828074e-13 8 Nonlinear solution status: time= 0.883213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.232629 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.490537e-16 0.000000e+00 energy 1.253535e-08 6.476471e-15 1.253535e-10 displacement 3.828392e-07 5.096934e-11 3.827941e-13 9 Nonlinear solution status: time= 0.883213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.120886 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.362694e-16 0.000000e+00 energy 1.253535e-08 2.684542e-15 1.253535e-10 displacement 3.828392e-07 1.446627e-11 3.828390e-13 10 Nonlinear solution status: time= 0.883213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.227887 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.906597e-16 0.000000e+00 energy 1.253535e-08 3.185518e-15 1.253535e-10 displacement 3.828392e-07 6.842105e-12 3.828947e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.883213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.439903 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 6.307020e-17 0.000000e+00 energy 1.253535e-08 2.040762e-15 1.253535e-10 displacement 3.828392e-07 4.901105e-11 3.827308e-13 12 Nonlinear solution status: time= 0.883213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.132586 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 2.597466e-17 0.000000e+00 energy 1.253535e-08 2.561110e-16 1.253535e-10 displacement 3.828392e-07 1.112102e-11 3.826834e-13 13 Nonlinear solution status: time= 0.883213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.160096 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.452250e-17 0.000000e+00 energy 1.253535e-08 4.101448e-16 1.253535e-10 displacement 3.828392e-07 4.570987e-12 3.826661e-13 14 Nonlinear solution status: time= 0.883213 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.132692 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 6.434224e-18 0.000000e+00 energy 1.253535e-08 2.559676e-16 1.253535e-10 displacement 3.828392e-07 2.191939e-12 3.826636e-13 15 Nonlinear solution status: time= 0.883213 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.146734 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 6.156223e-18 0.000000e+00 energy 1.253535e-08 2.530454e-16 1.253535e-10 displacement 3.828392e-07 2.273561e-12 3.826682e-13 16 Nonlinear solution status: time= 0.883213 stiffness updates = 5 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.194338 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 7.543236e-18 0.000000e+00 energy 1.253535e-08 2.799368e-16 1.253535e-10 displacement 3.828392e-07 5.292034e-12 3.826838e-13 17 Nonlinear solution status: time= 0.883213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.215473 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 7.385115e-18 0.000000e+00 energy 1.253535e-08 2.981510e-16 1.253535e-10 displacement 3.828392e-07 6.958155e-12 3.827114e-13 18 Nonlinear solution status: time= 0.883213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.134773 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 5.623789e-18 0.000000e+00 energy 1.253535e-08 2.005239e-16 1.253535e-10 displacement 3.828392e-07 3.161561e-12 3.827354e-13 19 Nonlinear solution status: time= 0.883213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.209953 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 7.287033e-18 0.000000e+00 energy 1.253535e-08 3.612885e-16 1.253535e-10 displacement 3.828392e-07 1.407471e-12 3.827418e-13 20 Nonlinear solution status: time= 0.883213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.110198 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 5.790083e-18 0.000000e+00 energy 1.253535e-08 9.337404e-17 1.253535e-10 displacement 3.828392e-07 9.050685e-13 3.827407e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.883213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.257026 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 3.362768e-18 0.000000e+00 energy 1.253535e-08 1.657841e-16 1.253535e-10 displacement 3.828392e-07 9.808467e-12 3.826928e-13 22 Nonlinear solution status: time= 0.883213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.100381 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 2.425539e-18 0.000000e+00 energy 1.253535e-08 2.998876e-17 1.253535e-10 displacement 3.828392e-07 8.098655e-12 3.826649e-13 23 Nonlinear solution status: time= 0.883213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.106362 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.465328e-18 0.000000e+00 energy 1.253535e-08 9.671869e-18 1.253535e-10 displacement 3.828392e-07 5.130811e-12 3.826535e-13 24 Nonlinear solution status: time= 0.883213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.138200 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 1.576110e-18 0.000000e+00 energy 1.253535e-08 5.989758e-17 1.253535e-10 displacement 3.828392e-07 1.409499e-12 3.826512e-13 25 Nonlinear solution status: time= 0.883213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.049719 convergence norms : INITIAL CURRENT REQUIRED residual 4.801974e-09 9.203130e-19 0.000000e+00 energy 1.253535e-08 1.007423e-17 1.253535e-10 displacement 3.828392e-07 5.309063e-14 3.826511e-13 convergence summary number of iterations : 25 number of reformations : 3 ------- converged at time : 0.883213 ===== beginning time step 71 : 0.893213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000893213 Setting parameter "scale" to : 0.000893213 Setting parameter "scale" to : 0.000893213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.901100e-16 0.000000e+00 energy 1.245574e-08 2.723566e-13 1.245574e-10 displacement 3.824731e-07 3.824731e-07 3.824731e-13 2 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.598180 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.287127e-16 0.000000e+00 energy 1.245574e-08 5.951977e-14 1.245574e-10 displacement 3.824731e-07 1.110005e-09 3.833008e-13 3 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.310686 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.806743e-16 0.000000e+00 energy 1.245574e-08 1.577220e-14 1.245574e-10 displacement 3.824731e-07 8.945992e-11 3.836999e-13 4 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.200986 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.570485e-16 0.000000e+00 energy 1.245574e-08 1.589096e-14 1.245574e-10 displacement 3.824731e-07 9.964001e-11 3.839422e-13 5 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.152801 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.739923e-16 0.000000e+00 energy 1.245574e-08 1.917180e-14 1.245574e-10 displacement 3.824731e-07 1.668164e-10 3.841815e-13 6 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.157749 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.258379e-16 0.000000e+00 energy 1.245574e-08 9.716476e-15 1.245574e-10 displacement 3.824731e-07 4.557839e-10 3.848552e-13 7 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.156557 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.202909e-16 0.000000e+00 energy 1.245574e-08 3.242202e-15 1.245574e-10 displacement 3.824731e-07 1.217457e-10 3.852157e-13 8 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.207270 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.919514e-16 0.000000e+00 energy 1.245574e-08 2.018795e-15 1.245574e-10 displacement 3.824731e-07 7.171751e-11 3.844883e-13 9 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.144734 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.735898e-16 0.000000e+00 energy 1.245574e-08 1.253673e-14 1.245574e-10 displacement 3.824731e-07 1.830920e-10 3.834672e-13 10 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.144694 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.949441e-16 0.000000e+00 energy 1.245574e-08 1.864563e-14 1.245574e-10 displacement 3.824731e-07 2.957688e-10 3.826726e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.485233 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.407048e-16 0.000000e+00 energy 1.245574e-08 2.762403e-15 1.245574e-10 displacement 3.824731e-07 2.062602e-10 3.824640e-13 12 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.082412 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.531715e-16 0.000000e+00 energy 1.245574e-08 3.183550e-15 1.245574e-10 displacement 3.824731e-07 4.307249e-11 3.823692e-13 13 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.080488 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 8.907514e-17 0.000000e+00 energy 1.245574e-08 3.605586e-15 1.245574e-10 displacement 3.824731e-07 4.322668e-11 3.823021e-13 14 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.128437 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.288812e-16 0.000000e+00 energy 1.245574e-08 2.975396e-15 1.245574e-10 displacement 3.824731e-07 7.044152e-11 3.823290e-13 15 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.310737 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.203066e-16 0.000000e+00 energy 1.245574e-08 7.676455e-15 1.245574e-10 displacement 3.824731e-07 3.095238e-10 3.828163e-13 16 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.236077 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 9.024009e-17 0.000000e+00 energy 1.245574e-08 5.391865e-15 1.245574e-10 displacement 3.824731e-07 6.446982e-11 3.831457e-13 17 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.244919 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 6.349971e-17 0.000000e+00 energy 1.245574e-08 2.609181e-15 1.245574e-10 displacement 3.824731e-07 2.738651e-11 3.831410e-13 18 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.282806 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 8.801646e-17 0.000000e+00 energy 1.245574e-08 3.334780e-15 1.245574e-10 displacement 3.824731e-07 6.921017e-11 3.828778e-13 19 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.098415 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 7.811023e-17 0.000000e+00 energy 1.245574e-08 1.880106e-15 1.245574e-10 displacement 3.824731e-07 2.599741e-11 3.827385e-13 20 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 52 stiffness matrix reformations = 2 step from line search = 0.106488 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 8.620817e-17 0.000000e+00 energy 1.245574e-08 1.394299e-15 1.245574e-10 displacement 3.824731e-07 2.397530e-11 3.826170e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.288072 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.297563e-17 0.000000e+00 energy 1.245574e-08 1.840709e-15 1.245574e-10 displacement 3.824731e-07 1.123383e-10 3.823808e-13 22 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.067847 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.083098e-17 0.000000e+00 energy 1.245574e-08 6.104023e-16 1.245574e-10 displacement 3.824731e-07 4.120633e-11 3.823279e-13 23 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.067712 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.287692e-17 0.000000e+00 energy 1.245574e-08 7.443219e-16 1.245574e-10 displacement 3.824731e-07 1.555920e-11 3.823234e-13 24 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.093756 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.822078e-17 0.000000e+00 energy 1.245574e-08 8.812158e-16 1.245574e-10 displacement 3.824731e-07 5.408259e-12 3.823178e-13 25 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.142107 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.729871e-17 0.000000e+00 energy 1.245574e-08 7.196851e-16 1.245574e-10 displacement 3.824731e-07 9.689027e-12 3.823030e-13 26 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.198050 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.938333e-17 0.000000e+00 energy 1.245574e-08 1.280429e-15 1.245574e-10 displacement 3.824731e-07 2.657994e-11 3.823149e-13 27 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.295649 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.058146e-17 0.000000e+00 energy 1.245574e-08 2.009397e-15 1.245574e-10 displacement 3.824731e-07 8.699050e-11 3.824430e-13 28 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.308650 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.789676e-17 0.000000e+00 energy 1.245574e-08 1.223259e-15 1.245574e-10 displacement 3.824731e-07 3.456413e-11 3.825390e-13 29 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 77 stiffness matrix reformations = 3 step from line search = 0.429347 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.121645e-17 0.000000e+00 energy 1.245574e-08 1.562989e-15 1.245574e-10 displacement 3.824731e-07 6.706664e-11 3.825704e-13 30 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 79 stiffness matrix reformations = 3 step from line search = 0.238246 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.523913e-17 0.000000e+00 energy 1.245574e-08 2.017977e-15 1.245574e-10 displacement 3.824731e-07 5.490347e-11 3.825971e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.322937 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.263932e-17 0.000000e+00 energy 1.245574e-08 9.572687e-16 1.245574e-10 displacement 3.824731e-07 5.837982e-11 3.824210e-13 32 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.112444 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.244189e-17 0.000000e+00 energy 1.245574e-08 3.372757e-16 1.245574e-10 displacement 3.824731e-07 2.849346e-11 3.823434e-13 33 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.115045 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.845426e-17 0.000000e+00 energy 1.245574e-08 4.342638e-16 1.245574e-10 displacement 3.824731e-07 1.990944e-11 3.823065e-13 34 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.085807 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 8.681511e-18 0.000000e+00 energy 1.245574e-08 1.880223e-16 1.245574e-10 displacement 3.824731e-07 6.477304e-12 3.822980e-13 35 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.105803 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.636526e-18 0.000000e+00 energy 1.245574e-08 2.126394e-16 1.245574e-10 displacement 3.824731e-07 2.421329e-12 3.822957e-13 36 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.265899 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 8.776922e-18 0.000000e+00 energy 1.245574e-08 3.513959e-16 1.245574e-10 displacement 3.824731e-07 9.871843e-12 3.822980e-13 37 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.266552 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 9.281252e-18 0.000000e+00 energy 1.245574e-08 5.365051e-16 1.245574e-10 displacement 3.824731e-07 3.962468e-11 3.823576e-13 38 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 99 stiffness matrix reformations = 4 step from line search = 0.488288 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 9.540646e-18 0.000000e+00 energy 1.245574e-08 5.075576e-16 1.245574e-10 displacement 3.824731e-07 1.306869e-11 3.824091e-13 39 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.381428 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 7.801284e-18 0.000000e+00 energy 1.245574e-08 4.226392e-16 1.245574e-10 displacement 3.824731e-07 7.814998e-12 3.823956e-13 40 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 104 stiffness matrix reformations = 4 step from line search = 0.158401 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 7.465655e-18 0.000000e+00 energy 1.245574e-08 2.118811e-16 1.245574e-10 displacement 3.824731e-07 5.101974e-12 3.823708e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 106 stiffness matrix reformations = 5 step from line search = 0.277264 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.947516e-18 0.000000e+00 energy 1.245574e-08 1.786463e-16 1.245574e-10 displacement 3.824731e-07 8.488718e-12 3.823315e-13 42 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.074267 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.119538e-18 0.000000e+00 energy 1.245574e-08 6.041573e-17 1.245574e-10 displacement 3.824731e-07 9.414024e-12 3.823053e-13 43 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.087360 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 6.460502e-18 0.000000e+00 energy 1.245574e-08 2.312312e-16 1.245574e-10 displacement 3.824731e-07 5.950234e-12 3.822953e-13 44 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.073904 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.165505e-18 0.000000e+00 energy 1.245574e-08 8.147767e-17 1.245574e-10 displacement 3.824731e-07 1.473715e-12 3.822938e-13 45 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.077852 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.160904e-18 0.000000e+00 energy 1.245574e-08 9.397719e-17 1.245574e-10 displacement 3.824731e-07 6.696336e-13 3.822935e-13 46 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.225545 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.917077e-18 0.000000e+00 energy 1.245574e-08 1.661226e-16 1.245574e-10 displacement 3.824731e-07 2.698156e-12 3.822932e-13 47 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.261958 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 9.648685e-18 0.000000e+00 energy 1.245574e-08 3.442548e-16 1.245574e-10 displacement 3.824731e-07 2.118843e-11 3.823175e-13 48 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.311111 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.416640e-18 0.000000e+00 energy 1.245574e-08 2.922791e-16 1.245574e-10 displacement 3.824731e-07 1.336058e-11 3.823631e-13 49 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.483559 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.655495e-18 0.000000e+00 energy 1.245574e-08 1.711451e-16 1.245574e-10 displacement 3.824731e-07 2.640661e-12 3.823528e-13 50 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.233129 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.000713e-18 0.000000e+00 energy 1.245574e-08 1.292124e-16 1.245574e-10 displacement 3.824731e-07 6.089368e-12 3.823282e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 131 stiffness matrix reformations = 6 step from line search = 0.269642 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.506618e-18 0.000000e+00 energy 1.245574e-08 7.036123e-17 1.245574e-10 displacement 3.824731e-07 3.846257e-12 3.823109e-13 52 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.074462 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.382748e-18 0.000000e+00 energy 1.245574e-08 1.329719e-16 1.245574e-10 displacement 3.824731e-07 4.782294e-12 3.822988e-13 53 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.085440 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.826702e-18 0.000000e+00 energy 1.245574e-08 1.518288e-16 1.245574e-10 displacement 3.824731e-07 3.684101e-12 3.822947e-13 54 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 138 stiffness matrix reformations = 6 step from line search = 0.053205 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.287777e-18 0.000000e+00 energy 1.245574e-08 1.499212e-17 1.245574e-10 displacement 3.824731e-07 7.840132e-13 3.822946e-13 55 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.077006 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.440821e-18 0.000000e+00 energy 1.245574e-08 6.831011e-17 1.245574e-10 displacement 3.824731e-07 4.103201e-13 3.822943e-13 56 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.211135 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 5.059508e-18 0.000000e+00 energy 1.245574e-08 1.406312e-16 1.245574e-10 displacement 3.824731e-07 3.413734e-12 3.822951e-13 57 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 147 stiffness matrix reformations = 6 step from line search = 0.294644 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.108901e-18 0.000000e+00 energy 1.245574e-08 2.424748e-16 1.245574e-10 displacement 3.824731e-07 1.714724e-11 3.823188e-13 58 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 149 stiffness matrix reformations = 6 step from line search = 0.465587 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.587192e-18 0.000000e+00 energy 1.245574e-08 2.954534e-16 1.245574e-10 displacement 3.824731e-07 7.295873e-12 3.823447e-13 59 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 152 stiffness matrix reformations = 6 step from line search = 0.174812 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.009853e-18 0.000000e+00 energy 1.245574e-08 1.688507e-16 1.245574e-10 displacement 3.824731e-07 1.431581e-12 3.823532e-13 60 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 154 stiffness matrix reformations = 6 step from line search = 0.272089 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 6.034866e-18 0.000000e+00 energy 1.245574e-08 2.805554e-16 1.245574e-10 displacement 3.824731e-07 4.375642e-12 3.823518e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 156 stiffness matrix reformations = 7 step from line search = 0.330016 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.824880e-18 0.000000e+00 energy 1.245574e-08 7.692777e-17 1.245574e-10 displacement 3.824731e-07 8.184393e-12 3.823184e-13 62 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.087342 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 3.625431e-18 0.000000e+00 energy 1.245574e-08 4.967241e-17 1.245574e-10 displacement 3.824731e-07 7.379011e-12 3.822998e-13 63 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 160 stiffness matrix reformations = 7 step from line search = 0.099433 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.650243e-18 0.000000e+00 energy 1.245574e-08 6.394467e-17 1.245574e-10 displacement 3.824731e-07 4.904055e-12 3.822940e-13 64 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 163 stiffness matrix reformations = 7 step from line search = 0.084958 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 7.399084e-19 0.000000e+00 energy 1.245574e-08 4.061277e-17 1.245574e-10 displacement 3.824731e-07 6.380004e-13 3.822936e-13 65 Nonlinear solution status: time= 0.893213 stiffness updates = 4 right hand side evaluations = 166 stiffness matrix reformations = 7 step from line search = 0.167332 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 9.876677e-19 0.000000e+00 energy 1.245574e-08 5.409544e-17 1.245574e-10 displacement 3.824731e-07 8.718667e-13 3.822935e-13 66 Nonlinear solution status: time= 0.893213 stiffness updates = 5 right hand side evaluations = 169 stiffness matrix reformations = 7 step from line search = 0.239217 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.687995e-18 0.000000e+00 energy 1.245574e-08 1.026799e-16 1.245574e-10 displacement 3.824731e-07 6.318890e-12 3.823004e-13 67 Nonlinear solution status: time= 0.893213 stiffness updates = 6 right hand side evaluations = 172 stiffness matrix reformations = 7 step from line search = 0.310348 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.058194e-18 0.000000e+00 energy 1.245574e-08 1.418846e-16 1.245574e-10 displacement 3.824731e-07 1.453977e-11 3.823331e-13 68 Nonlinear solution status: time= 0.893213 stiffness updates = 7 right hand side evaluations = 174 stiffness matrix reformations = 7 step from line search = 0.545586 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.237173e-18 0.000000e+00 energy 1.245574e-08 5.644637e-17 1.245574e-10 displacement 3.824731e-07 1.394848e-12 3.823322e-13 69 Nonlinear solution status: time= 0.893213 stiffness updates = 8 right hand side evaluations = 176 stiffness matrix reformations = 7 step from line search = 0.207971 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.518393e-18 0.000000e+00 energy 1.245574e-08 6.135049e-17 1.245574e-10 displacement 3.824731e-07 2.897070e-12 3.823223e-13 70 Nonlinear solution status: time= 0.893213 stiffness updates = 9 right hand side evaluations = 178 stiffness matrix reformations = 7 step from line search = 0.141340 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.066618e-18 0.000000e+00 energy 1.245574e-08 8.909580e-17 1.245574e-10 displacement 3.824731e-07 2.537111e-12 3.823144e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.893213 stiffness updates = 0 right hand side evaluations = 180 stiffness matrix reformations = 8 step from line search = 0.361721 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 1.746697e-18 0.000000e+00 energy 1.245574e-08 2.177335e-17 1.245574e-10 displacement 3.824731e-07 3.612318e-12 3.823013e-13 72 Nonlinear solution status: time= 0.893213 stiffness updates = 1 right hand side evaluations = 182 stiffness matrix reformations = 8 step from line search = 0.074827 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 2.037439e-18 0.000000e+00 energy 1.245574e-08 5.216122e-17 1.245574e-10 displacement 3.824731e-07 3.945092e-12 3.822948e-13 73 Nonlinear solution status: time= 0.893213 stiffness updates = 2 right hand side evaluations = 185 stiffness matrix reformations = 8 step from line search = 0.056086 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 8.628110e-19 0.000000e+00 energy 1.245574e-08 1.131000e-17 1.245574e-10 displacement 3.824731e-07 1.018941e-12 3.822941e-13 74 Nonlinear solution status: time= 0.893213 stiffness updates = 3 right hand side evaluations = 188 stiffness matrix reformations = 8 step from line search = 0.063541 convergence norms : INITIAL CURRENT REQUIRED residual 4.743639e-09 4.912395e-19 0.000000e+00 energy 1.245574e-08 2.029451e-17 1.245574e-10 displacement 3.824731e-07 2.401313e-13 3.822940e-13 convergence summary number of iterations : 74 number of reformations : 8 ------- converged at time : 0.893213 ===== beginning time step 72 : 0.903213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000903213 Setting parameter "scale" to : 0.000903213 Setting parameter "scale" to : 0.000903213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.903213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.431148e-16 0.000000e+00 energy 1.237697e-08 2.750924e-13 1.237697e-10 displacement 3.821241e-07 3.821241e-07 3.821241e-13 2 Nonlinear solution status: time= 0.903213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.605415 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 6.784517e-17 0.000000e+00 energy 1.237697e-08 4.559529e-15 1.237697e-10 displacement 3.821241e-07 2.590256e-11 3.820343e-13 3 Nonlinear solution status: time= 0.903213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.417146 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 5.909307e-17 0.000000e+00 energy 1.237697e-08 1.687843e-15 1.237697e-10 displacement 3.821241e-07 2.152286e-12 3.819885e-13 4 Nonlinear solution status: time= 0.903213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.460951 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.903944e-16 0.000000e+00 energy 1.237697e-08 2.541338e-15 1.237697e-10 displacement 3.821241e-07 8.503751e-12 3.819234e-13 5 Nonlinear solution status: time= 0.903213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.176740 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.412419e-16 0.000000e+00 energy 1.237697e-08 2.073807e-15 1.237697e-10 displacement 3.821241e-07 1.287988e-11 3.818936e-13 6 Nonlinear solution status: time= 0.903213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.201866 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.096189e-16 0.000000e+00 energy 1.237697e-08 6.624167e-16 1.237697e-10 displacement 3.821241e-07 9.044504e-12 3.819104e-13 7 Nonlinear solution status: time= 0.903213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.140061 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 8.366731e-17 0.000000e+00 energy 1.237697e-08 1.963934e-16 1.237697e-10 displacement 3.821241e-07 2.258244e-12 3.819283e-13 8 Nonlinear solution status: time= 0.903213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.192921 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 7.139604e-17 0.000000e+00 energy 1.237697e-08 9.908508e-16 1.237697e-10 displacement 3.821241e-07 5.880310e-12 3.819526e-13 9 Nonlinear solution status: time= 0.903213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.103928 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 5.696507e-17 0.000000e+00 energy 1.237697e-08 1.535967e-15 1.237697e-10 displacement 3.821241e-07 1.175758e-11 3.820032e-13 10 Nonlinear solution status: time= 0.903213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.060613 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.045236e-16 0.000000e+00 energy 1.237697e-08 6.710667e-16 1.237697e-10 displacement 3.821241e-07 2.807418e-12 3.820357e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.903213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.424192 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 3.912244e-17 0.000000e+00 energy 1.237697e-08 2.922266e-16 1.237697e-10 displacement 3.821241e-07 1.206480e-11 3.819795e-13 12 Nonlinear solution status: time= 0.903213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.058027 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.297903e-17 0.000000e+00 energy 1.237697e-08 1.300767e-16 1.237697e-10 displacement 3.821241e-07 7.700846e-12 3.819500e-13 13 Nonlinear solution status: time= 0.903213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.087729 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 3.801712e-18 0.000000e+00 energy 1.237697e-08 1.709007e-16 1.237697e-10 displacement 3.821241e-07 3.381082e-12 3.819380e-13 14 Nonlinear solution status: time= 0.903213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.178027 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 4.653244e-18 0.000000e+00 energy 1.237697e-08 2.445165e-16 1.237697e-10 displacement 3.821241e-07 1.632209e-12 3.819340e-13 15 Nonlinear solution status: time= 0.903213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.161448 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 5.310365e-18 0.000000e+00 energy 1.237697e-08 1.657504e-16 1.237697e-10 displacement 3.821241e-07 1.940545e-12 3.819320e-13 16 Nonlinear solution status: time= 0.903213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.352574 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 2.559501e-18 0.000000e+00 energy 1.237697e-08 2.920670e-16 1.237697e-10 displacement 3.821241e-07 2.101847e-11 3.819567e-13 17 Nonlinear solution status: time= 0.903213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.560815 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 2.150814e-18 0.000000e+00 energy 1.237697e-08 9.629771e-17 1.237697e-10 displacement 3.821241e-07 2.357342e-12 3.819690e-13 18 Nonlinear solution status: time= 0.903213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.237938 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 2.632640e-18 0.000000e+00 energy 1.237697e-08 1.263077e-16 1.237697e-10 displacement 3.821241e-07 3.108558e-12 3.819716e-13 19 Nonlinear solution status: time= 0.903213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.171401 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 3.411699e-18 0.000000e+00 energy 1.237697e-08 1.094840e-16 1.237697e-10 displacement 3.821241e-07 2.570245e-12 3.819721e-13 20 Nonlinear solution status: time= 0.903213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.159545 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 4.966389e-18 0.000000e+00 energy 1.237697e-08 1.469143e-16 1.237697e-10 displacement 3.821241e-07 3.294857e-12 3.819726e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.903213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.260454 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 3.459487e-18 0.000000e+00 energy 1.237697e-08 3.080388e-17 1.237697e-10 displacement 3.821241e-07 1.821981e-12 3.819593e-13 22 Nonlinear solution status: time= 0.903213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.065669 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 3.199311e-18 0.000000e+00 energy 1.237697e-08 2.890616e-17 1.237697e-10 displacement 3.821241e-07 1.738289e-12 3.819490e-13 23 Nonlinear solution status: time= 0.903213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.094002 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 5.712079e-18 0.000000e+00 energy 1.237697e-08 1.308034e-16 1.237697e-10 displacement 3.821241e-07 4.323311e-12 3.819392e-13 24 Nonlinear solution status: time= 0.903213 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.037548 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 2.441789e-18 0.000000e+00 energy 1.237697e-08 5.273129e-17 1.237697e-10 displacement 3.821241e-07 7.039201e-13 3.819375e-13 25 Nonlinear solution status: time= 0.903213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.119091 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.935524e-18 0.000000e+00 energy 1.237697e-08 5.128383e-17 1.237697e-10 displacement 3.821241e-07 4.840683e-13 3.819364e-13 26 Nonlinear solution status: time= 0.903213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.517780 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 6.195902e-18 0.000000e+00 energy 1.237697e-08 2.842626e-16 1.237697e-10 displacement 3.821241e-07 8.652914e-12 3.819398e-13 27 Nonlinear solution status: time= 0.903213 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.304172 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 2.012498e-18 0.000000e+00 energy 1.237697e-08 3.467551e-16 1.237697e-10 displacement 3.821241e-07 3.486311e-11 3.819936e-13 28 Nonlinear solution status: time= 0.903213 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 8.518262e-18 0.000000e+00 energy 1.237697e-08 4.133189e-16 1.237697e-10 displacement 3.821241e-07 8.248435e-12 3.820011e-13 29 Nonlinear solution status: time= 0.903213 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.097191 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 4.428382e-18 0.000000e+00 energy 1.237697e-08 8.554240e-17 1.237697e-10 displacement 3.821241e-07 1.533096e-12 3.820017e-13 30 Nonlinear solution status: time= 0.903213 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.172239 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 3.727245e-18 0.000000e+00 energy 1.237697e-08 1.137494e-16 1.237697e-10 displacement 3.821241e-07 2.655443e-12 3.819997e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.903213 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.367907 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 2.966123e-18 0.000000e+00 energy 1.237697e-08 2.149554e-17 1.237697e-10 displacement 3.821241e-07 7.487221e-12 3.819647e-13 32 Nonlinear solution status: time= 0.903213 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.083821 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 5.154236e-18 0.000000e+00 energy 1.237697e-08 1.143975e-16 1.237697e-10 displacement 3.821241e-07 1.030439e-11 3.819423e-13 33 Nonlinear solution status: time= 0.903213 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.039159 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 1.972883e-18 0.000000e+00 energy 1.237697e-08 2.459655e-18 1.237697e-10 displacement 3.821241e-07 2.099280e-12 3.819385e-13 34 Nonlinear solution status: time= 0.903213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.045417 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 8.578056e-19 0.000000e+00 energy 1.237697e-08 1.587625e-17 1.237697e-10 displacement 3.821241e-07 4.617096e-13 3.819382e-13 35 Nonlinear solution status: time= 0.903213 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.138391 convergence norms : INITIAL CURRENT REQUIRED residual 4.685425e-09 8.905162e-19 0.000000e+00 energy 1.237697e-08 2.231248e-17 1.237697e-10 displacement 3.821241e-07 2.143505e-13 3.819381e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.903213 ===== beginning time step 73 : 0.913213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000913213 Setting parameter "scale" to : 0.000913213 Setting parameter "scale" to : 0.000913213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.913213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.539009e-16 0.000000e+00 energy 1.229871e-08 2.728184e-13 1.229871e-10 displacement 3.817556e-07 3.817556e-07 3.817556e-13 2 Nonlinear solution status: time= 0.913213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594558 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.003747e-16 0.000000e+00 energy 1.229871e-08 1.061443e-14 1.229871e-10 displacement 3.817556e-07 1.235407e-10 3.817472e-13 3 Nonlinear solution status: time= 0.913213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.436663 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 9.351469e-17 0.000000e+00 energy 1.229871e-08 3.621028e-15 1.229871e-10 displacement 3.817556e-07 2.887798e-11 3.817883e-13 4 Nonlinear solution status: time= 0.913213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.427674 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 2.108495e-16 0.000000e+00 energy 1.229871e-08 4.988142e-15 1.229871e-10 displacement 3.817556e-07 2.815417e-11 3.818095e-13 5 Nonlinear solution status: time= 0.913213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.173289 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.714974e-16 0.000000e+00 energy 1.229871e-08 2.600076e-15 1.229871e-10 displacement 3.817556e-07 2.390382e-11 3.818575e-13 6 Nonlinear solution status: time= 0.913213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.138507 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.263617e-16 0.000000e+00 energy 1.229871e-08 9.338798e-16 1.229871e-10 displacement 3.817556e-07 1.146573e-11 3.818854e-13 7 Nonlinear solution status: time= 0.913213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.154776 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.215533e-16 0.000000e+00 energy 1.229871e-08 7.836505e-16 1.229871e-10 displacement 3.817556e-07 7.633545e-12 3.818368e-13 8 Nonlinear solution status: time= 0.913213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.093825 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.332597e-16 0.000000e+00 energy 1.229871e-08 1.080454e-15 1.229871e-10 displacement 3.817556e-07 6.233769e-12 3.817770e-13 9 Nonlinear solution status: time= 0.913213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.155228 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.474655e-16 0.000000e+00 energy 1.229871e-08 2.096950e-15 1.229871e-10 displacement 3.817556e-07 4.050932e-11 3.816705e-13 10 Nonlinear solution status: time= 0.913213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.086067 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 5.437414e-17 0.000000e+00 energy 1.229871e-08 9.607881e-16 1.229871e-10 displacement 3.817556e-07 1.768271e-11 3.816438e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.913213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.417623 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 2.431377e-17 0.000000e+00 energy 1.229871e-08 4.869290e-16 1.229871e-10 displacement 3.817556e-07 1.564006e-11 3.815950e-13 12 Nonlinear solution status: time= 0.913213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.091644 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.949438e-17 0.000000e+00 energy 1.229871e-08 9.643595e-16 1.229871e-10 displacement 3.817556e-07 1.539370e-11 3.815727e-13 13 Nonlinear solution status: time= 0.913213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.048039 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.218446e-17 0.000000e+00 energy 1.229871e-08 2.009652e-16 1.229871e-10 displacement 3.817556e-07 1.105393e-12 3.815707e-13 14 Nonlinear solution status: time= 0.913213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.095253 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.025291e-17 0.000000e+00 energy 1.229871e-08 2.900797e-16 1.229871e-10 displacement 3.817556e-07 1.144583e-12 3.815691e-13 15 Nonlinear solution status: time= 0.913213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.274527 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 2.152827e-17 0.000000e+00 energy 1.229871e-08 6.653273e-16 1.229871e-10 displacement 3.817556e-07 1.939023e-11 3.815773e-13 16 Nonlinear solution status: time= 0.913213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.332344 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.314841e-17 0.000000e+00 energy 1.229871e-08 9.499047e-16 1.229871e-10 displacement 3.817556e-07 6.068932e-11 3.816826e-13 17 Nonlinear solution status: time= 0.913213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.530693 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.364788e-17 0.000000e+00 energy 1.229871e-08 8.730516e-16 1.229871e-10 displacement 3.817556e-07 1.027529e-11 3.817352e-13 18 Nonlinear solution status: time= 0.913213 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.369901 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.481238e-17 0.000000e+00 energy 1.229871e-08 1.052607e-15 1.229871e-10 displacement 3.817556e-07 1.613426e-11 3.817171e-13 19 Nonlinear solution status: time= 0.913213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.245760 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.641121e-17 0.000000e+00 energy 1.229871e-08 5.191499e-16 1.229871e-10 displacement 3.817556e-07 1.458558e-11 3.816911e-13 20 Nonlinear solution status: time= 0.913213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.155157 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 2.039841e-17 0.000000e+00 energy 1.229871e-08 4.814340e-16 1.229871e-10 displacement 3.817556e-07 1.136517e-11 3.816759e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.913213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.343938 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.440786e-17 0.000000e+00 energy 1.229871e-08 2.643266e-17 1.229871e-10 displacement 3.817556e-07 1.519363e-11 3.816153e-13 22 Nonlinear solution status: time= 0.913213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.076881 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.490529e-17 0.000000e+00 energy 1.229871e-08 4.554909e-16 1.229871e-10 displacement 3.817556e-07 2.250026e-11 3.815771e-13 23 Nonlinear solution status: time= 0.913213 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.039218 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 6.811133e-18 0.000000e+00 energy 1.229871e-08 5.685963e-17 1.229871e-10 displacement 3.817556e-07 4.288830e-12 3.815728e-13 24 Nonlinear solution status: time= 0.913213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.047115 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 3.447703e-18 0.000000e+00 energy 1.229871e-08 8.371691e-17 1.229871e-10 displacement 3.817556e-07 7.736996e-13 3.815709e-13 25 Nonlinear solution status: time= 0.913213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.206562 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 8.204746e-18 0.000000e+00 energy 1.229871e-08 2.717949e-16 1.229871e-10 displacement 3.817556e-07 7.452359e-12 3.815709e-13 26 Nonlinear solution status: time= 0.913213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.275492 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 9.592375e-18 0.000000e+00 energy 1.229871e-08 4.051560e-16 1.229871e-10 displacement 3.817556e-07 1.971891e-11 3.815978e-13 27 Nonlinear solution status: time= 0.913213 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.291217 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 5.339765e-18 0.000000e+00 energy 1.229871e-08 4.366929e-16 1.229871e-10 displacement 3.817556e-07 2.253558e-11 3.816584e-13 28 Nonlinear solution status: time= 0.913213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.504513 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 6.074734e-18 0.000000e+00 energy 1.229871e-08 3.047153e-16 1.229871e-10 displacement 3.817556e-07 6.432526e-12 3.816659e-13 29 Nonlinear solution status: time= 0.913213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.289476 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.382663e-17 0.000000e+00 energy 1.229871e-08 4.192694e-16 1.229871e-10 displacement 3.817556e-07 7.844685e-12 3.816435e-13 30 Nonlinear solution status: time= 0.913213 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.111197 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 8.292309e-18 0.000000e+00 energy 1.229871e-08 1.795784e-16 1.229871e-10 displacement 3.817556e-07 3.706068e-12 3.816282e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.913213 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.372979 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 3.626195e-18 0.000000e+00 energy 1.229871e-08 1.996974e-16 1.229871e-10 displacement 3.817556e-07 9.892416e-12 3.815920e-13 32 Nonlinear solution status: time= 0.913213 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.121300 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.638853e-18 0.000000e+00 energy 1.229871e-08 3.719942e-17 1.229871e-10 displacement 3.817556e-07 4.622448e-12 3.815772e-13 33 Nonlinear solution status: time= 0.913213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.174216 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 1.219919e-18 0.000000e+00 energy 1.229871e-08 3.727563e-17 1.229871e-10 displacement 3.817556e-07 2.010059e-12 3.815717e-13 34 Nonlinear solution status: time= 0.913213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.189851 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 9.912344e-19 0.000000e+00 energy 1.229871e-08 4.980489e-17 1.229871e-10 displacement 3.817556e-07 1.404597e-12 3.815699e-13 35 Nonlinear solution status: time= 0.913213 stiffness updates = 4 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.151271 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 5.566105e-19 0.000000e+00 energy 1.229871e-08 2.521121e-17 1.229871e-10 displacement 3.817556e-07 5.328224e-13 3.815700e-13 36 Nonlinear solution status: time= 0.913213 stiffness updates = 5 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.254179 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 7.490427e-19 0.000000e+00 energy 1.229871e-08 2.537868e-17 1.229871e-10 displacement 3.817556e-07 7.862338e-13 3.815710e-13 37 Nonlinear solution status: time= 0.913213 stiffness updates = 6 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.184252 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 8.783404e-19 0.000000e+00 energy 1.229871e-08 3.037687e-17 1.229871e-10 displacement 3.817556e-07 1.408116e-12 3.815742e-13 38 Nonlinear solution status: time= 0.913213 stiffness updates = 7 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.148244 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 8.286268e-19 0.000000e+00 energy 1.229871e-08 2.715067e-17 1.229871e-10 displacement 3.817556e-07 1.180205e-12 3.815789e-13 39 Nonlinear solution status: time= 0.913213 stiffness updates = 8 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.132368 convergence norms : INITIAL CURRENT REQUIRED residual 4.628755e-09 7.181556e-19 0.000000e+00 energy 1.229871e-08 2.064210e-17 1.229871e-10 displacement 3.817556e-07 3.517785e-13 3.815814e-13 convergence summary number of iterations : 39 number of reformations : 4 ------- converged at time : 0.913213 ===== beginning time step 74 : 0.923213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000923213 Setting parameter "scale" to : 0.000923213 Setting parameter "scale" to : 0.000923213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.717588e-16 0.000000e+00 energy 1.222111e-08 2.707226e-13 1.222111e-10 displacement 3.814076e-07 3.814076e-07 3.814076e-13 2 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.577100 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.151077e-16 0.000000e+00 energy 1.222111e-08 1.711904e-14 1.222111e-10 displacement 3.814076e-07 4.461766e-10 3.815778e-13 3 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.289604 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.784708e-16 0.000000e+00 energy 1.222111e-08 7.451386e-15 1.222111e-10 displacement 3.814076e-07 1.419984e-10 3.819712e-13 4 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.442586 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.050111e-16 0.000000e+00 energy 1.222111e-08 1.065853e-14 1.222111e-10 displacement 3.814076e-07 1.383905e-10 3.823330e-13 5 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.309403 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 5.319324e-16 0.000000e+00 energy 1.222111e-08 1.595164e-14 1.222111e-10 displacement 3.814076e-07 2.268921e-10 3.827761e-13 6 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.164100 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 4.010599e-16 0.000000e+00 energy 1.222111e-08 8.351943e-15 1.222111e-10 displacement 3.814076e-07 1.235118e-10 3.831667e-13 7 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.166215 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 4.262977e-16 0.000000e+00 energy 1.222111e-08 6.529497e-15 1.222111e-10 displacement 3.814076e-07 4.138239e-11 3.831304e-13 8 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.094984 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 4.485676e-16 0.000000e+00 energy 1.222111e-08 5.269217e-15 1.222111e-10 displacement 3.814076e-07 2.601697e-11 3.828304e-13 9 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.149223 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 4.558738e-16 0.000000e+00 energy 1.222111e-08 9.059592e-15 1.222111e-10 displacement 3.814076e-07 1.873855e-10 3.820959e-13 10 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.132147 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.880904e-16 0.000000e+00 energy 1.222111e-08 1.240956e-14 1.222111e-10 displacement 3.814076e-07 1.634733e-10 3.817103e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.566648 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 9.037716e-17 0.000000e+00 energy 1.222111e-08 3.495101e-15 1.222111e-10 displacement 3.814076e-07 1.987527e-10 3.812933e-13 12 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.115666 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.673768e-17 0.000000e+00 energy 1.222111e-08 1.357042e-15 1.222111e-10 displacement 3.814076e-07 6.022650e-11 3.812208e-13 13 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.094312 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.239991e-17 0.000000e+00 energy 1.222111e-08 1.117879e-15 1.222111e-10 displacement 3.814076e-07 1.274634e-11 3.812262e-13 14 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.175237 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.385183e-17 0.000000e+00 energy 1.222111e-08 1.463990e-15 1.222111e-10 displacement 3.814076e-07 1.381822e-11 3.812289e-13 15 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.250367 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 7.214845e-17 0.000000e+00 energy 1.222111e-08 2.460221e-15 1.222111e-10 displacement 3.814076e-07 7.151841e-11 3.812904e-13 16 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.296079 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 7.085685e-17 0.000000e+00 energy 1.222111e-08 2.938243e-15 1.222111e-10 displacement 3.814076e-07 1.186314e-10 3.815249e-13 17 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.463736 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 8.134626e-17 0.000000e+00 energy 1.222111e-08 4.322287e-15 1.222111e-10 displacement 3.814076e-07 1.043167e-10 3.818024e-13 18 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.349515 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.056283e-16 0.000000e+00 energy 1.222111e-08 5.514465e-15 1.222111e-10 displacement 3.814076e-07 9.389807e-11 3.819577e-13 19 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.125418 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 8.716492e-17 0.000000e+00 energy 1.222111e-08 2.150177e-15 1.222111e-10 displacement 3.814076e-07 3.588840e-11 3.819977e-13 20 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.153051 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.025585e-16 0.000000e+00 energy 1.222111e-08 2.137401e-15 1.222111e-10 displacement 3.814076e-07 5.987455e-11 3.819345e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.487858 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 4.509481e-17 0.000000e+00 energy 1.222111e-08 1.243668e-15 1.222111e-10 displacement 3.814076e-07 1.992163e-10 3.813978e-13 22 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.068183 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.103916e-17 0.000000e+00 energy 1.222111e-08 3.566071e-16 1.222111e-10 displacement 3.814076e-07 1.004432e-10 3.812404e-13 23 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.114763 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.239712e-17 0.000000e+00 energy 1.222111e-08 1.769309e-15 1.222111e-10 displacement 3.814076e-07 4.443114e-11 3.812200e-13 24 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.069272 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.936671e-17 0.000000e+00 energy 1.222111e-08 4.404943e-16 1.222111e-10 displacement 3.814076e-07 5.173304e-12 3.812222e-13 25 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.222168 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 5.845369e-17 0.000000e+00 energy 1.222111e-08 1.103461e-15 1.222111e-10 displacement 3.814076e-07 2.779489e-11 3.812441e-13 26 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.308624 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 4.054410e-17 0.000000e+00 energy 1.222111e-08 1.553634e-15 1.222111e-10 displacement 3.814076e-07 8.665523e-11 3.813730e-13 27 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.322886 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.953844e-17 0.000000e+00 energy 1.222111e-08 1.301304e-15 1.222111e-10 displacement 3.814076e-07 4.350761e-11 3.815128e-13 28 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.490082 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.408869e-17 0.000000e+00 energy 1.222111e-08 1.116986e-15 1.222111e-10 displacement 3.814076e-07 3.077663e-11 3.814844e-13 29 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.301537 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.316201e-17 0.000000e+00 energy 1.222111e-08 5.143197e-16 1.222111e-10 displacement 3.814076e-07 3.148942e-11 3.813918e-13 30 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.141386 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.427244e-17 0.000000e+00 energy 1.222111e-08 4.585759e-16 1.222111e-10 displacement 3.814076e-07 2.366192e-11 3.813311e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.305798 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.594013e-17 0.000000e+00 energy 1.222111e-08 2.538800e-16 1.222111e-10 displacement 3.814076e-07 1.557772e-11 3.812739e-13 32 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.045041 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.343148e-17 0.000000e+00 energy 1.222111e-08 2.230624e-16 1.222111e-10 displacement 3.814076e-07 1.006913e-11 3.812448e-13 33 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.069670 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.523102e-17 0.000000e+00 energy 1.222111e-08 5.181121e-16 1.222111e-10 displacement 3.814076e-07 1.871862e-11 3.812269e-13 34 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.043026 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 6.008149e-18 0.000000e+00 energy 1.222111e-08 1.811430e-16 1.222111e-10 displacement 3.814076e-07 3.805767e-12 3.812194e-13 35 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.131235 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.511855e-17 0.000000e+00 energy 1.222111e-08 3.105099e-16 1.222111e-10 displacement 3.814076e-07 6.937668e-12 3.812117e-13 36 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.191653 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.676066e-17 0.000000e+00 energy 1.222111e-08 4.855486e-16 1.222111e-10 displacement 3.814076e-07 1.071367e-11 3.812159e-13 37 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.304175 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.059882e-17 0.000000e+00 energy 1.222111e-08 6.271918e-16 1.222111e-10 displacement 3.814076e-07 2.817163e-11 3.812548e-13 38 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.324089 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.042676e-17 0.000000e+00 energy 1.222111e-08 4.901017e-16 1.222111e-10 displacement 3.814076e-07 1.210848e-11 3.812885e-13 39 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.554380 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.531227e-17 0.000000e+00 energy 1.222111e-08 4.293012e-16 1.222111e-10 displacement 3.814076e-07 1.415655e-11 3.812647e-13 40 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.212585 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.697604e-17 0.000000e+00 energy 1.222111e-08 4.606162e-16 1.222111e-10 displacement 3.814076e-07 1.311361e-11 3.812500e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 100 stiffness matrix reformations = 5 step from line search = 0.269956 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.296282e-17 0.000000e+00 energy 1.222111e-08 5.842791e-17 1.222111e-10 displacement 3.814076e-07 7.178386e-12 3.812318e-13 42 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.071721 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.323506e-17 0.000000e+00 energy 1.222111e-08 2.623910e-16 1.222111e-10 displacement 3.814076e-07 1.037104e-11 3.812247e-13 43 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.062288 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.177257e-17 0.000000e+00 energy 1.222111e-08 4.490025e-16 1.222111e-10 displacement 3.814076e-07 9.499368e-12 3.812281e-13 44 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.025898 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.329799e-17 0.000000e+00 energy 1.222111e-08 4.339065e-17 1.222111e-10 displacement 3.814076e-07 5.207025e-13 3.812252e-13 45 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.124933 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.061102e-17 0.000000e+00 energy 1.222111e-08 2.914026e-16 1.222111e-10 displacement 3.814076e-07 3.946420e-12 3.812148e-13 46 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.208372 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.373612e-17 0.000000e+00 energy 1.222111e-08 5.175910e-16 1.222111e-10 displacement 3.814076e-07 1.357910e-11 3.812100e-13 47 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.299618 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.130657e-17 0.000000e+00 energy 1.222111e-08 8.032585e-16 1.222111e-10 displacement 3.814076e-07 3.279747e-11 3.812458e-13 48 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.512650 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.171213e-17 0.000000e+00 energy 1.222111e-08 1.439657e-15 1.222111e-10 displacement 3.814076e-07 3.049960e-11 3.813173e-13 49 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.586734 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 2.332204e-17 0.000000e+00 energy 1.222111e-08 7.560630e-16 1.222111e-10 displacement 3.814076e-07 1.628095e-11 3.812931e-13 50 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.296107 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.237140e-17 0.000000e+00 energy 1.222111e-08 4.892714e-17 1.222111e-10 displacement 3.814076e-07 2.034868e-11 3.812557e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 125 stiffness matrix reformations = 6 step from line search = 0.289944 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.172505e-17 0.000000e+00 energy 1.222111e-08 1.214746e-16 1.222111e-10 displacement 3.814076e-07 9.373214e-12 3.812321e-13 52 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.065349 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 9.864048e-18 0.000000e+00 energy 1.222111e-08 3.783128e-17 1.222111e-10 displacement 3.814076e-07 1.137035e-11 3.812227e-13 53 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.060181 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 8.223341e-18 0.000000e+00 energy 1.222111e-08 3.952972e-16 1.222111e-10 displacement 3.814076e-07 8.908030e-12 3.812237e-13 54 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 132 stiffness matrix reformations = 6 step from line search = 0.040446 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 5.400503e-18 0.000000e+00 energy 1.222111e-08 9.471213e-17 1.222111e-10 displacement 3.814076e-07 1.265775e-12 3.812208e-13 55 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.150154 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.158183e-17 0.000000e+00 energy 1.222111e-08 1.941752e-16 1.222111e-10 displacement 3.814076e-07 1.890783e-12 3.812136e-13 56 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.445262 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.405042e-17 0.000000e+00 energy 1.222111e-08 6.309457e-16 1.222111e-10 displacement 3.814076e-07 1.983991e-11 3.812090e-13 57 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.279197 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 6.861148e-18 0.000000e+00 energy 1.222111e-08 5.242897e-16 1.222111e-10 displacement 3.814076e-07 1.386115e-11 3.812318e-13 58 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.519178 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 6.604037e-18 0.000000e+00 energy 1.222111e-08 4.544748e-16 1.222111e-10 displacement 3.814076e-07 5.608947e-12 3.812425e-13 59 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 144 stiffness matrix reformations = 6 step from line search = 0.356024 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 9.121614e-18 0.000000e+00 energy 1.222111e-08 3.578461e-16 1.222111e-10 displacement 3.814076e-07 6.199668e-12 3.812354e-13 60 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.158940 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.081854e-17 0.000000e+00 energy 1.222111e-08 3.740489e-16 1.222111e-10 displacement 3.814076e-07 4.500287e-12 3.812312e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 148 stiffness matrix reformations = 7 step from line search = 0.397276 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 5.661637e-18 0.000000e+00 energy 1.222111e-08 1.567633e-16 1.222111e-10 displacement 3.814076e-07 9.882419e-12 3.812151e-13 62 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 150 stiffness matrix reformations = 7 step from line search = 0.081383 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.527390e-18 0.000000e+00 energy 1.222111e-08 3.609573e-17 1.222111e-10 displacement 3.814076e-07 6.497324e-12 3.812149e-13 63 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 152 stiffness matrix reformations = 7 step from line search = 0.117756 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.407644e-18 0.000000e+00 energy 1.222111e-08 9.151852e-17 1.222111e-10 displacement 3.814076e-07 2.596106e-12 3.812172e-13 64 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 155 stiffness matrix reformations = 7 step from line search = 0.113061 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.224186e-18 0.000000e+00 energy 1.222111e-08 7.371965e-17 1.222111e-10 displacement 3.814076e-07 1.417827e-12 3.812130e-13 65 Nonlinear solution status: time= 0.923213 stiffness updates = 4 right hand side evaluations = 158 stiffness matrix reformations = 7 step from line search = 0.223389 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.548947e-18 0.000000e+00 energy 1.222111e-08 7.931250e-17 1.222111e-10 displacement 3.814076e-07 2.452360e-12 3.812081e-13 66 Nonlinear solution status: time= 0.923213 stiffness updates = 5 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.331846 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.322865e-18 0.000000e+00 energy 1.222111e-08 9.922548e-17 1.222111e-10 displacement 3.814076e-07 6.013584e-12 3.812080e-13 67 Nonlinear solution status: time= 0.923213 stiffness updates = 6 right hand side evaluations = 164 stiffness matrix reformations = 7 step from line search = 0.331783 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.184602e-18 0.000000e+00 energy 1.222111e-08 1.129551e-16 1.222111e-10 displacement 3.814076e-07 5.156132e-12 3.812163e-13 68 Nonlinear solution status: time= 0.923213 stiffness updates = 7 right hand side evaluations = 167 stiffness matrix reformations = 7 step from line search = 0.296319 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.522343e-18 0.000000e+00 energy 1.222111e-08 8.664350e-17 1.222111e-10 displacement 3.814076e-07 1.866813e-12 3.812194e-13 69 Nonlinear solution status: time= 0.923213 stiffness updates = 8 right hand side evaluations = 170 stiffness matrix reformations = 7 step from line search = 0.180133 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.183218e-18 0.000000e+00 energy 1.222111e-08 7.794598e-17 1.222111e-10 displacement 3.814076e-07 3.468355e-12 3.812213e-13 70 Nonlinear solution status: time= 0.923213 stiffness updates = 9 right hand side evaluations = 172 stiffness matrix reformations = 7 step from line search = 0.218883 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.999546e-18 0.000000e+00 energy 1.222111e-08 7.438995e-17 1.222111e-10 displacement 3.814076e-07 4.414811e-12 3.812219e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 71 Nonlinear solution status: time= 0.923213 stiffness updates = 0 right hand side evaluations = 174 stiffness matrix reformations = 8 step from line search = 0.445151 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.988853e-18 0.000000e+00 energy 1.222111e-08 2.027079e-17 1.222111e-10 displacement 3.814076e-07 7.488889e-12 3.812142e-13 72 Nonlinear solution status: time= 0.923213 stiffness updates = 1 right hand side evaluations = 176 stiffness matrix reformations = 8 step from line search = 0.069557 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 1.071217e-18 0.000000e+00 energy 1.222111e-08 9.853160e-18 1.222111e-10 displacement 3.814076e-07 3.559068e-12 3.812158e-13 73 Nonlinear solution status: time= 0.923213 stiffness updates = 2 right hand side evaluations = 178 stiffness matrix reformations = 8 step from line search = 0.089186 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 6.398800e-19 0.000000e+00 energy 1.222111e-08 3.244029e-17 1.222111e-10 displacement 3.814076e-07 1.843273e-12 3.812152e-13 74 Nonlinear solution status: time= 0.923213 stiffness updates = 3 right hand side evaluations = 182 stiffness matrix reformations = 8 step from line search = 0.034536 convergence norms : INITIAL CURRENT REQUIRED residual 4.572887e-09 3.443229e-19 0.000000e+00 energy 1.222111e-08 9.159887e-18 1.222111e-10 displacement 3.814076e-07 1.094850e-13 3.812145e-13 convergence summary number of iterations : 74 number of reformations : 8 ------- converged at time : 0.923213 ===== beginning time step 75 : 0.933213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000933213 Setting parameter "scale" to : 0.000933213 Setting parameter "scale" to : 0.000933213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.933213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 2.700791e-16 0.000000e+00 energy 1.214418e-08 2.593641e-13 1.214418e-10 displacement 3.810182e-07 3.810182e-07 3.810182e-13 2 Nonlinear solution status: time= 0.933213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.592447 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.262975e-16 0.000000e+00 energy 1.214418e-08 1.011567e-14 1.214418e-10 displacement 3.810182e-07 5.939753e-10 3.814268e-13 3 Nonlinear solution status: time= 0.933213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.232502 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.031776e-16 0.000000e+00 energy 1.214418e-08 3.035421e-15 1.214418e-10 displacement 3.810182e-07 1.719572e-11 3.815578e-13 4 Nonlinear solution status: time= 0.933213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.270792 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.196735e-16 0.000000e+00 energy 1.214418e-08 2.346458e-15 1.214418e-10 displacement 3.810182e-07 1.212393e-11 3.814615e-13 5 Nonlinear solution status: time= 0.933213 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.283762 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.948263e-16 0.000000e+00 energy 1.214418e-08 4.038125e-15 1.214418e-10 displacement 3.810182e-07 9.376546e-11 3.811578e-13 6 Nonlinear solution status: time= 0.933213 stiffness updates = 5 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.139680 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.947261e-16 0.000000e+00 energy 1.214418e-08 2.680744e-15 1.214418e-10 displacement 3.810182e-07 8.551754e-11 3.810210e-13 7 Nonlinear solution status: time= 0.933213 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.150538 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.531192e-16 0.000000e+00 energy 1.214418e-08 1.286923e-15 1.214418e-10 displacement 3.810182e-07 4.767361e-11 3.809943e-13 8 Nonlinear solution status: time= 0.933213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.107261 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.210409e-16 0.000000e+00 energy 1.214418e-08 5.190220e-16 1.214418e-10 displacement 3.810182e-07 7.225007e-12 3.809859e-13 9 Nonlinear solution status: time= 0.933213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.186442 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.285044e-16 0.000000e+00 energy 1.214418e-08 1.895327e-15 1.214418e-10 displacement 3.810182e-07 2.227737e-11 3.809302e-13 10 Nonlinear solution status: time= 0.933213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.112171 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.233799e-16 0.000000e+00 energy 1.214418e-08 2.740836e-15 1.214418e-10 displacement 3.810182e-07 3.769151e-11 3.809167e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.933213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.481661 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.103651e-17 0.000000e+00 energy 1.214418e-08 6.291736e-16 1.214418e-10 displacement 3.810182e-07 2.101076e-11 3.808586e-13 12 Nonlinear solution status: time= 0.933213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.062491 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.113010e-17 0.000000e+00 energy 1.214418e-08 1.493281e-16 1.214418e-10 displacement 3.810182e-07 1.004393e-11 3.808394e-13 13 Nonlinear solution status: time= 0.933213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.117312 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 7.101405e-18 0.000000e+00 energy 1.214418e-08 4.247947e-16 1.214418e-10 displacement 3.810182e-07 2.506596e-12 3.808353e-13 14 Nonlinear solution status: time= 0.933213 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.210278 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.090783e-17 0.000000e+00 energy 1.214418e-08 4.878632e-16 1.214418e-10 displacement 3.810182e-07 1.168325e-11 3.808387e-13 15 Nonlinear solution status: time= 0.933213 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.250861 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.393980e-17 0.000000e+00 energy 1.214418e-08 6.052003e-16 1.214418e-10 displacement 3.810182e-07 1.543335e-11 3.808683e-13 16 Nonlinear solution status: time= 0.933213 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.281186 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.037422e-17 0.000000e+00 energy 1.214418e-08 5.048722e-16 1.214418e-10 displacement 3.810182e-07 1.196283e-11 3.809057e-13 17 Nonlinear solution status: time= 0.933213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.451705 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.620334e-17 0.000000e+00 energy 1.214418e-08 8.191859e-16 1.214418e-10 displacement 3.810182e-07 1.302329e-11 3.809223e-13 18 Nonlinear solution status: time= 0.933213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.135898 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.025586e-17 0.000000e+00 energy 1.214418e-08 4.486589e-16 1.214418e-10 displacement 3.810182e-07 6.238619e-12 3.809341e-13 19 Nonlinear solution status: time= 0.933213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.214833 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.574210e-17 0.000000e+00 energy 1.214418e-08 5.904118e-16 1.214418e-10 displacement 3.810182e-07 7.348078e-12 3.809339e-13 20 Nonlinear solution status: time= 0.933213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.136029 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 2.201111e-17 0.000000e+00 energy 1.214418e-08 6.762495e-16 1.214418e-10 displacement 3.810182e-07 5.660870e-12 3.809310e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.933213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.333386 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.288152e-17 0.000000e+00 energy 1.214418e-08 1.437162e-16 1.214418e-10 displacement 3.810182e-07 1.282329e-11 3.808766e-13 22 Nonlinear solution status: time= 0.933213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.079004 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.317886e-17 0.000000e+00 energy 1.214418e-08 3.414261e-16 1.214418e-10 displacement 3.810182e-07 1.822163e-11 3.808417e-13 23 Nonlinear solution status: time= 0.933213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.040065 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.356707e-18 0.000000e+00 energy 1.214418e-08 6.925510e-17 1.214418e-10 displacement 3.810182e-07 4.405456e-12 3.808367e-13 24 Nonlinear solution status: time= 0.933213 stiffness updates = 3 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.073204 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.458568e-18 0.000000e+00 energy 1.214418e-08 1.780471e-16 1.214418e-10 displacement 3.810182e-07 2.323263e-12 3.808347e-13 25 Nonlinear solution status: time= 0.933213 stiffness updates = 4 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.197623 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 7.973763e-18 0.000000e+00 energy 1.214418e-08 2.507616e-16 1.214418e-10 displacement 3.810182e-07 6.063466e-12 3.808384e-13 26 Nonlinear solution status: time= 0.933213 stiffness updates = 5 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.266894 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.012743e-17 0.000000e+00 energy 1.214418e-08 4.309874e-16 1.214418e-10 displacement 3.810182e-07 3.301313e-11 3.808895e-13 27 Nonlinear solution status: time= 0.933213 stiffness updates = 6 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.328785 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.857934e-18 0.000000e+00 energy 1.214418e-08 3.526640e-16 1.214418e-10 displacement 3.810182e-07 1.742374e-11 3.809514e-13 28 Nonlinear solution status: time= 0.933213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.530938 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.994223e-18 0.000000e+00 energy 1.214418e-08 3.165815e-16 1.214418e-10 displacement 3.810182e-07 1.660949e-11 3.809382e-13 29 Nonlinear solution status: time= 0.933213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.288734 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 6.318946e-18 0.000000e+00 energy 1.214418e-08 2.368883e-16 1.214418e-10 displacement 3.810182e-07 1.843694e-11 3.809178e-13 30 Nonlinear solution status: time= 0.933213 stiffness updates = 9 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.158806 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 5.715971e-18 0.000000e+00 energy 1.214418e-08 1.919035e-16 1.214418e-10 displacement 3.810182e-07 1.116524e-11 3.809100e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.933213 stiffness updates = 0 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.299515 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.927192e-18 0.000000e+00 energy 1.214418e-08 1.190681e-18 1.214418e-10 displacement 3.810182e-07 7.668368e-12 3.808719e-13 32 Nonlinear solution status: time= 0.933213 stiffness updates = 1 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.074778 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.853699e-18 0.000000e+00 energy 1.214418e-08 1.618133e-17 1.214418e-10 displacement 3.810182e-07 1.070291e-11 3.808445e-13 33 Nonlinear solution status: time= 0.933213 stiffness updates = 2 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.077562 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.320459e-18 0.000000e+00 energy 1.214418e-08 1.816877e-16 1.214418e-10 displacement 3.810182e-07 8.676972e-12 3.808360e-13 34 Nonlinear solution status: time= 0.933213 stiffness updates = 3 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.056700 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.996165e-18 0.000000e+00 energy 1.214418e-08 7.834971e-17 1.214418e-10 displacement 3.810182e-07 1.462414e-12 3.808355e-13 35 Nonlinear solution status: time= 0.933213 stiffness updates = 4 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.162069 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.738919e-18 0.000000e+00 energy 1.214418e-08 1.090329e-16 1.214418e-10 displacement 3.810182e-07 1.496216e-12 3.808359e-13 36 Nonlinear solution status: time= 0.933213 stiffness updates = 5 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.293102 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.033067e-18 0.000000e+00 energy 1.214418e-08 1.570697e-16 1.214418e-10 displacement 3.810182e-07 1.026800e-11 3.808470e-13 37 Nonlinear solution status: time= 0.933213 stiffness updates = 6 right hand side evaluations = 91 stiffness matrix reformations = 4 step from line search = 0.516292 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.109396e-18 0.000000e+00 energy 1.214418e-08 3.617317e-16 1.214418e-10 displacement 3.810182e-07 2.145303e-11 3.808880e-13 38 Nonlinear solution status: time= 0.933213 stiffness updates = 7 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.491928 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.378053e-18 0.000000e+00 energy 1.214418e-08 3.046681e-16 1.214418e-10 displacement 3.810182e-07 7.446716e-12 3.809118e-13 39 Nonlinear solution status: time= 0.933213 stiffness updates = 8 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.413793 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 8.589006e-18 0.000000e+00 energy 1.214418e-08 2.505617e-16 1.214418e-10 displacement 3.810182e-07 6.007531e-12 3.808918e-13 40 Nonlinear solution status: time= 0.933213 stiffness updates = 9 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.163135 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 5.862297e-18 0.000000e+00 energy 1.214418e-08 1.644850e-16 1.214418e-10 displacement 3.810182e-07 6.239854e-12 3.808712e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.933213 stiffness updates = 0 right hand side evaluations = 99 stiffness matrix reformations = 5 step from line search = 0.435194 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 4.463194e-18 0.000000e+00 energy 1.214418e-08 2.694828e-17 1.214418e-10 displacement 3.810182e-07 7.883427e-12 3.808471e-13 42 Nonlinear solution status: time= 0.933213 stiffness updates = 1 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.065318 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 2.485678e-18 0.000000e+00 energy 1.214418e-08 6.286509e-17 1.214418e-10 displacement 3.810182e-07 6.022831e-12 3.808367e-13 43 Nonlinear solution status: time= 0.933213 stiffness updates = 2 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.048844 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 7.468971e-19 0.000000e+00 energy 1.214418e-08 2.072886e-17 1.214418e-10 displacement 3.810182e-07 1.556607e-12 3.808350e-13 44 Nonlinear solution status: time= 0.933213 stiffness updates = 3 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.122663 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 9.612841e-19 0.000000e+00 energy 1.214418e-08 4.698118e-17 1.214418e-10 displacement 3.810182e-07 6.606202e-13 3.808348e-13 45 Nonlinear solution status: time= 0.933213 stiffness updates = 4 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.189637 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.343681e-18 0.000000e+00 energy 1.214418e-08 6.951296e-17 1.214418e-10 displacement 3.810182e-07 2.073853e-12 3.808373e-13 46 Nonlinear solution status: time= 0.933213 stiffness updates = 5 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.305768 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.129286e-18 0.000000e+00 energy 1.214418e-08 9.805081e-17 1.214418e-10 displacement 3.810182e-07 5.408082e-12 3.808483e-13 47 Nonlinear solution status: time= 0.933213 stiffness updates = 6 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.510922 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.254675e-18 0.000000e+00 energy 1.214418e-08 1.212836e-16 1.214418e-10 displacement 3.810182e-07 4.077468e-12 3.808568e-13 48 Nonlinear solution status: time= 0.933213 stiffness updates = 7 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.249118 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.257062e-18 0.000000e+00 energy 1.214418e-08 6.529096e-17 1.214418e-10 displacement 3.810182e-07 1.876319e-12 3.808577e-13 49 Nonlinear solution status: time= 0.933213 stiffness updates = 8 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.262029 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 2.181480e-18 0.000000e+00 energy 1.214418e-08 1.007831e-16 1.214418e-10 displacement 3.810182e-07 4.884240e-12 3.808563e-13 50 Nonlinear solution status: time= 0.933213 stiffness updates = 9 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.153442 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 2.278869e-18 0.000000e+00 energy 1.214418e-08 8.673883e-17 1.214418e-10 displacement 3.810182e-07 3.624459e-12 3.808591e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.933213 stiffness updates = 0 right hand side evaluations = 124 stiffness matrix reformations = 6 step from line search = 0.451498 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.833371e-18 0.000000e+00 energy 1.214418e-08 3.291884e-17 1.214418e-10 displacement 3.810182e-07 5.641820e-12 3.808424e-13 52 Nonlinear solution status: time= 0.933213 stiffness updates = 1 right hand side evaluations = 126 stiffness matrix reformations = 6 step from line search = 0.066610 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 1.422142e-18 0.000000e+00 energy 1.214418e-08 6.976894e-17 1.214418e-10 displacement 3.810182e-07 4.380789e-12 3.808366e-13 53 Nonlinear solution status: time= 0.933213 stiffness updates = 2 right hand side evaluations = 129 stiffness matrix reformations = 6 step from line search = 0.054240 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 6.366710e-19 0.000000e+00 energy 1.214418e-08 8.626425e-18 1.214418e-10 displacement 3.810182e-07 7.166176e-13 3.808352e-13 54 Nonlinear solution status: time= 0.933213 stiffness updates = 3 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.060654 convergence norms : INITIAL CURRENT REQUIRED residual 4.517809e-09 3.951889e-19 0.000000e+00 energy 1.214418e-08 1.121927e-17 1.214418e-10 displacement 3.810182e-07 2.153340e-13 3.808349e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.933213 ===== beginning time step 76 : 0.943213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000943213 Setting parameter "scale" to : 0.000943213 Setting parameter "scale" to : 0.000943213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.943213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.279521e-16 0.000000e+00 energy 1.206807e-08 2.721675e-13 1.206807e-10 displacement 3.806524e-07 3.806524e-07 3.806524e-13 2 Nonlinear solution status: time= 0.943213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613831 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 5.381509e-17 0.000000e+00 energy 1.206807e-08 4.182653e-15 1.206807e-10 displacement 3.806524e-07 7.618793e-11 3.806114e-13 3 Nonlinear solution status: time= 0.943213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.508961 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 5.318882e-17 0.000000e+00 energy 1.206807e-08 9.360851e-16 1.206807e-10 displacement 3.806524e-07 9.408249e-12 3.805640e-13 4 Nonlinear solution status: time= 0.943213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.206073 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 6.318117e-17 0.000000e+00 energy 1.206807e-08 9.377184e-16 1.206807e-10 displacement 3.806524e-07 2.566698e-11 3.805280e-13 5 Nonlinear solution status: time= 0.943213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.144010 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 5.977729e-17 0.000000e+00 energy 1.206807e-08 8.083435e-16 1.206807e-10 displacement 3.806524e-07 3.933862e-11 3.805528e-13 6 Nonlinear solution status: time= 0.943213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.149693 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 6.298407e-17 0.000000e+00 energy 1.206807e-08 3.739046e-16 1.206807e-10 displacement 3.806524e-07 1.521278e-11 3.806056e-13 7 Nonlinear solution status: time= 0.943213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.210089 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 4.770978e-17 0.000000e+00 energy 1.206807e-08 8.703789e-17 1.206807e-10 displacement 3.806524e-07 3.351286e-12 3.805870e-13 8 Nonlinear solution status: time= 0.943213 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.090880 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 5.050940e-17 0.000000e+00 energy 1.206807e-08 1.939427e-16 1.206807e-10 displacement 3.806524e-07 4.065504e-12 3.805577e-13 9 Nonlinear solution status: time= 0.943213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.138973 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.565171e-17 0.000000e+00 energy 1.206807e-08 4.980350e-17 1.206807e-10 displacement 3.806524e-07 1.967928e-11 3.805206e-13 10 Nonlinear solution status: time= 0.943213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.109626 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.866570e-17 0.000000e+00 energy 1.206807e-08 6.402084e-16 1.206807e-10 displacement 3.806524e-07 1.958215e-11 3.805192e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.943213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.382449 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 8.487891e-18 0.000000e+00 energy 1.206807e-08 1.328357e-16 1.206807e-10 displacement 3.806524e-07 5.465342e-12 3.804929e-13 12 Nonlinear solution status: time= 0.943213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.066464 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 3.525959e-18 0.000000e+00 energy 1.206807e-08 4.644464e-17 1.206807e-10 displacement 3.806524e-07 4.277721e-12 3.804781e-13 13 Nonlinear solution status: time= 0.943213 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.082393 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.464729e-18 0.000000e+00 energy 1.206807e-08 5.858062e-17 1.206807e-10 displacement 3.806524e-07 1.953245e-12 3.804727e-13 14 Nonlinear solution status: time= 0.943213 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.126384 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.880076e-18 0.000000e+00 energy 1.206807e-08 9.165564e-17 1.206807e-10 displacement 3.806524e-07 1.440785e-12 3.804714e-13 15 Nonlinear solution status: time= 0.943213 stiffness updates = 4 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.234741 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 3.157817e-18 0.000000e+00 energy 1.206807e-08 1.491260e-16 1.206807e-10 displacement 3.806524e-07 3.925217e-12 3.804753e-13 16 Nonlinear solution status: time= 0.943213 stiffness updates = 5 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.271810 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 3.720118e-18 0.000000e+00 energy 1.206807e-08 1.735539e-16 1.206807e-10 displacement 3.806524e-07 3.730687e-12 3.804814e-13 17 Nonlinear solution status: time= 0.943213 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.309715 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.756196e-18 0.000000e+00 energy 1.206807e-08 1.775093e-16 1.206807e-10 displacement 3.806524e-07 8.700839e-12 3.804941e-13 18 Nonlinear solution status: time= 0.943213 stiffness updates = 7 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.313424 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.319560e-18 0.000000e+00 energy 1.206807e-08 1.225775e-16 1.206807e-10 displacement 3.806524e-07 6.127352e-12 3.805081e-13 19 Nonlinear solution status: time= 0.943213 stiffness updates = 8 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.251589 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 5.494100e-18 0.000000e+00 energy 1.206807e-08 2.124042e-16 1.206807e-10 displacement 3.806524e-07 7.132599e-12 3.805248e-13 20 Nonlinear solution status: time= 0.943213 stiffness updates = 9 right hand side evaluations = 49 stiffness matrix reformations = 2 step from line search = 0.153425 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 4.631173e-18 0.000000e+00 energy 1.206807e-08 1.545307e-16 1.206807e-10 displacement 3.806524e-07 3.957984e-12 3.805364e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.943213 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.333854 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 3.774778e-18 0.000000e+00 energy 1.206807e-08 1.391002e-17 1.206807e-10 displacement 3.806524e-07 6.576737e-12 3.805024e-13 22 Nonlinear solution status: time= 0.943213 stiffness updates = 1 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.073648 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 7.587623e-18 0.000000e+00 energy 1.206807e-08 1.762299e-16 1.206807e-10 displacement 3.806524e-07 1.172861e-11 3.804767e-13 23 Nonlinear solution status: time= 0.943213 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.029015 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.872017e-18 0.000000e+00 energy 1.206807e-08 1.366088e-18 1.206807e-10 displacement 3.806524e-07 1.977256e-12 3.804727e-13 24 Nonlinear solution status: time= 0.943213 stiffness updates = 3 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.028496 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.360262e-18 0.000000e+00 energy 1.206807e-08 2.599930e-17 1.206807e-10 displacement 3.806524e-07 6.445482e-13 3.804718e-13 25 Nonlinear solution status: time= 0.943213 stiffness updates = 4 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.181156 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.376929e-18 0.000000e+00 energy 1.206807e-08 1.130436e-16 1.206807e-10 displacement 3.806524e-07 5.335394e-12 3.804754e-13 26 Nonlinear solution status: time= 0.943213 stiffness updates = 5 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.308929 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 3.493982e-18 0.000000e+00 energy 1.206807e-08 2.151220e-16 1.206807e-10 displacement 3.806524e-07 1.839867e-11 3.805062e-13 27 Nonlinear solution status: time= 0.943213 stiffness updates = 6 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.321002 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.111024e-18 0.000000e+00 energy 1.206807e-08 2.471548e-16 1.206807e-10 displacement 3.806524e-07 1.638650e-11 3.805483e-13 28 Nonlinear solution status: time= 0.943213 stiffness updates = 7 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.480850 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.455980e-18 0.000000e+00 energy 1.206807e-08 1.656331e-16 1.206807e-10 displacement 3.806524e-07 1.095260e-11 3.805386e-13 29 Nonlinear solution status: time= 0.943213 stiffness updates = 8 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.173192 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.287246e-18 0.000000e+00 energy 1.206807e-08 8.477196e-17 1.206807e-10 displacement 3.806524e-07 6.261274e-12 3.805284e-13 30 Nonlinear solution status: time= 0.943213 stiffness updates = 9 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.188483 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.988658e-18 0.000000e+00 energy 1.206807e-08 4.719876e-17 1.206807e-10 displacement 3.806524e-07 8.592924e-12 3.805179e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.943213 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.293220 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.680469e-18 0.000000e+00 energy 1.206807e-08 3.469891e-17 1.206807e-10 displacement 3.806524e-07 4.003592e-12 3.804955e-13 32 Nonlinear solution status: time= 0.943213 stiffness updates = 1 right hand side evaluations = 80 stiffness matrix reformations = 4 step from line search = 0.068528 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.642527e-18 0.000000e+00 energy 1.206807e-08 5.798679e-17 1.206807e-10 displacement 3.806524e-07 5.641929e-12 3.804788e-13 33 Nonlinear solution status: time= 0.943213 stiffness updates = 2 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.055599 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.641108e-18 0.000000e+00 energy 1.206807e-08 2.517644e-17 1.206807e-10 displacement 3.806524e-07 2.260457e-12 3.804737e-13 34 Nonlinear solution status: time= 0.943213 stiffness updates = 3 right hand side evaluations = 86 stiffness matrix reformations = 4 step from line search = 0.053889 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 4.627398e-19 0.000000e+00 energy 1.206807e-08 2.364785e-17 1.206807e-10 displacement 3.806524e-07 1.008866e-12 3.804721e-13 35 Nonlinear solution status: time= 0.943213 stiffness updates = 4 right hand side evaluations = 89 stiffness matrix reformations = 4 step from line search = 0.113023 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 6.287338e-19 0.000000e+00 energy 1.206807e-08 3.974047e-17 1.206807e-10 displacement 3.806524e-07 2.048552e-12 3.804725e-13 36 Nonlinear solution status: time= 0.943213 stiffness updates = 5 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.238505 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.204131e-18 0.000000e+00 energy 1.206807e-08 6.344211e-17 1.206807e-10 displacement 3.806524e-07 4.993369e-12 3.804804e-13 37 Nonlinear solution status: time= 0.943213 stiffness updates = 6 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.298163 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.276674e-18 0.000000e+00 energy 1.206807e-08 9.162430e-17 1.206807e-10 displacement 3.806524e-07 6.192028e-12 3.804969e-13 38 Nonlinear solution status: time= 0.943213 stiffness updates = 7 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.263881 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 8.893972e-19 0.000000e+00 energy 1.206807e-08 7.997149e-17 1.206807e-10 displacement 3.806524e-07 3.150263e-12 3.805054e-13 39 Nonlinear solution status: time= 0.943213 stiffness updates = 8 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.262677 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.214918e-18 0.000000e+00 energy 1.206807e-08 4.202750e-17 1.206807e-10 displacement 3.806524e-07 2.031305e-12 3.805000e-13 40 Nonlinear solution status: time= 0.943213 stiffness updates = 9 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.180707 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.472796e-18 0.000000e+00 energy 1.206807e-08 9.162395e-17 1.206807e-10 displacement 3.806524e-07 5.508606e-12 3.804933e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.943213 stiffness updates = 0 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.258279 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 1.364178e-18 0.000000e+00 energy 1.206807e-08 2.162145e-18 1.206807e-10 displacement 3.806524e-07 1.804262e-12 3.804833e-13 42 Nonlinear solution status: time= 0.943213 stiffness updates = 1 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.076490 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.108119e-18 0.000000e+00 energy 1.206807e-08 4.015796e-17 1.206807e-10 displacement 3.806524e-07 3.030866e-12 3.804754e-13 43 Nonlinear solution status: time= 0.943213 stiffness updates = 2 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.053787 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 8.066408e-19 0.000000e+00 energy 1.206807e-08 1.152264e-17 1.206807e-10 displacement 3.806524e-07 1.422066e-12 3.804730e-13 44 Nonlinear solution status: time= 0.943213 stiffness updates = 3 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.046614 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 4.012248e-19 0.000000e+00 energy 1.206807e-08 1.308404e-17 1.206807e-10 displacement 3.806524e-07 3.986969e-13 3.804723e-13 45 Nonlinear solution status: time= 0.943213 stiffness updates = 4 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.056858 convergence norms : INITIAL CURRENT REQUIRED residual 4.462641e-09 2.754628e-19 0.000000e+00 energy 1.206807e-08 1.153213e-17 1.206807e-10 displacement 3.806524e-07 3.692218e-13 3.804719e-13 convergence summary number of iterations : 45 number of reformations : 5 ------- converged at time : 0.943213 ===== beginning time step 77 : 0.953213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000953213 Setting parameter "scale" to : 0.000953213 Setting parameter "scale" to : 0.000953213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.953213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.531634e-16 0.000000e+00 energy 1.199270e-08 2.587479e-13 1.199270e-10 displacement 3.802939e-07 3.802939e-07 3.802939e-13 2 Nonlinear solution status: time= 0.953213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.588146 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.094643e-16 0.000000e+00 energy 1.199270e-08 7.332312e-15 1.199270e-10 displacement 3.802939e-07 1.465020e-10 3.803194e-13 3 Nonlinear solution status: time= 0.953213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.361148 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 6.316417e-17 0.000000e+00 energy 1.199270e-08 3.832973e-15 1.199270e-10 displacement 3.802939e-07 1.404112e-11 3.803218e-13 4 Nonlinear solution status: time= 0.953213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.426761 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.392415e-16 0.000000e+00 energy 1.199270e-08 4.131597e-15 1.199270e-10 displacement 3.802939e-07 5.548308e-11 3.802589e-13 5 Nonlinear solution status: time= 0.953213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.219001 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 2.265347e-16 0.000000e+00 energy 1.199270e-08 5.647939e-15 1.199270e-10 displacement 3.802939e-07 1.630160e-10 3.803972e-13 6 Nonlinear solution status: time= 0.953213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.170387 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.794264e-16 0.000000e+00 energy 1.199270e-08 4.972419e-15 1.199270e-10 displacement 3.802939e-07 1.244439e-10 3.807735e-13 7 Nonlinear solution status: time= 0.953213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.145050 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.581961e-16 0.000000e+00 energy 1.199270e-08 2.170698e-15 1.199270e-10 displacement 3.802939e-07 1.104802e-11 3.808820e-13 8 Nonlinear solution status: time= 0.953213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.237768 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 2.532338e-16 0.000000e+00 energy 1.199270e-08 5.449765e-15 1.199270e-10 displacement 3.802939e-07 4.950938e-11 3.806898e-13 9 Nonlinear solution status: time= 0.953213 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.101320 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 2.301895e-16 0.000000e+00 energy 1.199270e-08 3.810340e-15 1.199270e-10 displacement 3.802939e-07 5.353356e-11 3.805429e-13 10 Nonlinear solution status: time= 0.953213 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.137907 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.159062e-16 0.000000e+00 energy 1.199270e-08 3.414069e-15 1.199270e-10 displacement 3.802939e-07 4.879754e-11 3.804659e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.953213 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.507821 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 3.492147e-17 0.000000e+00 energy 1.199270e-08 1.745774e-15 1.199270e-10 displacement 3.802939e-07 9.044890e-11 3.802039e-13 12 Nonlinear solution status: time= 0.953213 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.104784 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.079959e-17 0.000000e+00 energy 1.199270e-08 3.520593e-18 1.199270e-10 displacement 3.802939e-07 3.033435e-11 3.801317e-13 13 Nonlinear solution status: time= 0.953213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.200945 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.296598e-17 0.000000e+00 energy 1.199270e-08 5.328036e-16 1.199270e-10 displacement 3.802939e-07 6.570328e-12 3.801192e-13 14 Nonlinear solution status: time= 0.953213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.122666 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 4.952263e-18 0.000000e+00 energy 1.199270e-08 3.160775e-16 1.199270e-10 displacement 3.802939e-07 2.018180e-12 3.801186e-13 15 Nonlinear solution status: time= 0.953213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.261852 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 6.152013e-18 0.000000e+00 energy 1.199270e-08 3.473090e-16 1.199270e-10 displacement 3.802939e-07 7.704333e-12 3.801286e-13 16 Nonlinear solution status: time= 0.953213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.290568 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 7.115841e-18 0.000000e+00 energy 1.199270e-08 3.830673e-16 1.199270e-10 displacement 3.802939e-07 1.270583e-11 3.801594e-13 17 Nonlinear solution status: time= 0.953213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.253212 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 6.466457e-18 0.000000e+00 energy 1.199270e-08 3.658152e-16 1.199270e-10 displacement 3.802939e-07 1.335790e-11 3.802033e-13 18 Nonlinear solution status: time= 0.953213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.284440 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 8.562386e-18 0.000000e+00 energy 1.199270e-08 4.388796e-16 1.199270e-10 displacement 3.802939e-07 9.094107e-12 3.802385e-13 19 Nonlinear solution status: time= 0.953213 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.126382 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 5.534212e-18 0.000000e+00 energy 1.199270e-08 1.770977e-16 1.199270e-10 displacement 3.802939e-07 3.628600e-12 3.802540e-13 20 Nonlinear solution status: time= 0.953213 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.180403 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 8.511937e-18 0.000000e+00 energy 1.199270e-08 2.914917e-16 1.199270e-10 displacement 3.802939e-07 4.816894e-12 3.802452e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.953213 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.330939 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 4.815527e-18 0.000000e+00 energy 1.199270e-08 1.857065e-16 1.199270e-10 displacement 3.802939e-07 1.710323e-11 3.801695e-13 22 Nonlinear solution status: time= 0.953213 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.083817 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 3.848889e-18 0.000000e+00 energy 1.199270e-08 2.436404e-17 1.199270e-10 displacement 3.802939e-07 1.401618e-11 3.801290e-13 23 Nonlinear solution status: time= 0.953213 stiffness updates = 2 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.093150 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 4.136667e-18 0.000000e+00 energy 1.199270e-08 1.328881e-16 1.199270e-10 displacement 3.802939e-07 8.776970e-12 3.801158e-13 24 Nonlinear solution status: time= 0.953213 stiffness updates = 3 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.063548 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.431956e-18 0.000000e+00 energy 1.199270e-08 5.419763e-17 1.199270e-10 displacement 3.802939e-07 9.638168e-13 3.801145e-13 25 Nonlinear solution status: time= 0.953213 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.074884 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 9.618439e-19 0.000000e+00 energy 1.199270e-08 3.302410e-17 1.199270e-10 displacement 3.802939e-07 6.294143e-13 3.801140e-13 26 Nonlinear solution status: time= 0.953213 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.246441 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.801935e-18 0.000000e+00 energy 1.199270e-08 9.493611e-17 1.199270e-10 displacement 3.802939e-07 3.716394e-12 3.801168e-13 27 Nonlinear solution status: time= 0.953213 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.294940 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.660161e-18 0.000000e+00 energy 1.199270e-08 2.009415e-16 1.199270e-10 displacement 3.802939e-07 2.804422e-11 3.801594e-13 28 Nonlinear solution status: time= 0.953213 stiffness updates = 7 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.313041 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.462557e-18 0.000000e+00 energy 1.199270e-08 1.466293e-16 1.199270e-10 displacement 3.802939e-07 8.111559e-12 3.801987e-13 29 Nonlinear solution status: time= 0.953213 stiffness updates = 8 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.445668 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 3.517174e-18 0.000000e+00 energy 1.199270e-08 2.118748e-16 1.199270e-10 displacement 3.802939e-07 7.553064e-12 3.801987e-13 30 Nonlinear solution status: time= 0.953213 stiffness updates = 9 right hand side evaluations = 75 stiffness matrix reformations = 3 step from line search = 0.108726 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 2.993027e-18 0.000000e+00 energy 1.199270e-08 1.392477e-16 1.199270e-10 displacement 3.802939e-07 4.201087e-12 3.801930e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.953213 stiffness updates = 0 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.348820 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 2.329394e-18 0.000000e+00 energy 1.199270e-08 4.940693e-17 1.199270e-10 displacement 3.802939e-07 1.224456e-11 3.801446e-13 32 Nonlinear solution status: time= 0.953213 stiffness updates = 1 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.068856 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 2.523416e-18 0.000000e+00 energy 1.199270e-08 2.577181e-17 1.199270e-10 displacement 3.802939e-07 9.795214e-12 3.801209e-13 33 Nonlinear solution status: time= 0.953213 stiffness updates = 2 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.083600 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 1.393213e-18 0.000000e+00 energy 1.199270e-08 6.907939e-17 1.199270e-10 displacement 3.802939e-07 4.584498e-12 3.801149e-13 34 Nonlinear solution status: time= 0.953213 stiffness updates = 3 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.050396 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 5.926069e-19 0.000000e+00 energy 1.199270e-08 1.597908e-17 1.199270e-10 displacement 3.802939e-07 4.656979e-13 3.801142e-13 35 Nonlinear solution status: time= 0.953213 stiffness updates = 4 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.069349 convergence norms : INITIAL CURRENT REQUIRED residual 4.409528e-09 4.421930e-19 0.000000e+00 energy 1.199270e-08 1.634474e-17 1.199270e-10 displacement 3.802939e-07 2.586691e-13 3.801141e-13 convergence summary number of iterations : 35 number of reformations : 4 ------- converged at time : 0.953213 ===== beginning time step 78 : 0.963213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000963213 Setting parameter "scale" to : 0.000963213 Setting parameter "scale" to : 0.000963213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.963213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.662202e-16 0.000000e+00 energy 1.191814e-08 2.612912e-13 1.191814e-10 displacement 3.799525e-07 3.799525e-07 3.799525e-13 2 Nonlinear solution status: time= 0.963213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.598505 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.441769e-16 0.000000e+00 energy 1.191814e-08 2.293515e-14 1.191814e-10 displacement 3.799525e-07 7.031725e-10 3.804693e-13 3 Nonlinear solution status: time= 0.963213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.439883 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.887209e-16 0.000000e+00 energy 1.191814e-08 9.374933e-15 1.191814e-10 displacement 3.799525e-07 6.182928e-11 3.805103e-13 4 Nonlinear solution status: time= 0.963213 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.183726 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.617739e-16 0.000000e+00 energy 1.191814e-08 7.571296e-15 1.191814e-10 displacement 3.799525e-07 1.220427e-10 3.805087e-13 5 Nonlinear solution status: time= 0.963213 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.253631 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.604097e-16 0.000000e+00 energy 1.191814e-08 1.341461e-14 1.191814e-10 displacement 3.799525e-07 4.345712e-10 3.809284e-13 6 Nonlinear solution status: time= 0.963213 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.143198 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.681316e-16 0.000000e+00 energy 1.191814e-08 1.101574e-14 1.191814e-10 displacement 3.799525e-07 2.249737e-10 3.816308e-13 7 Nonlinear solution status: time= 0.963213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.152337 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.307180e-16 0.000000e+00 energy 1.191814e-08 7.669406e-15 1.191814e-10 displacement 3.799525e-07 7.781180e-11 3.819858e-13 8 Nonlinear solution status: time= 0.963213 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.055889 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.646649e-16 0.000000e+00 energy 1.191814e-08 1.755300e-15 1.191814e-10 displacement 3.799525e-07 9.851188e-12 3.818351e-13 9 Nonlinear solution status: time= 0.963213 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.222927 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.841511e-16 0.000000e+00 energy 1.191814e-08 7.468415e-15 1.191814e-10 displacement 3.799525e-07 2.340506e-10 3.808865e-13 10 Nonlinear solution status: time= 0.963213 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.111827 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.844632e-16 0.000000e+00 energy 1.191814e-08 5.585652e-15 1.191814e-10 displacement 3.799525e-07 1.470936e-10 3.804332e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.963213 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.476579 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 8.198260e-17 0.000000e+00 energy 1.191814e-08 2.366954e-15 1.191814e-10 displacement 3.799525e-07 1.811835e-10 3.799484e-13 12 Nonlinear solution status: time= 0.963213 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.097159 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 5.919454e-17 0.000000e+00 energy 1.191814e-08 1.686100e-15 1.191814e-10 displacement 3.799525e-07 9.557623e-11 3.797880e-13 13 Nonlinear solution status: time= 0.963213 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.066872 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.832337e-17 0.000000e+00 energy 1.191814e-08 8.455876e-16 1.191814e-10 displacement 3.799525e-07 1.357990e-11 3.797731e-13 14 Nonlinear solution status: time= 0.963213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.088680 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.903985e-17 0.000000e+00 energy 1.191814e-08 6.379126e-16 1.191814e-10 displacement 3.799525e-07 7.852918e-12 3.797758e-13 15 Nonlinear solution status: time= 0.963213 stiffness updates = 4 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.250307 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.208884e-17 0.000000e+00 energy 1.191814e-08 1.630547e-15 1.191814e-10 displacement 3.799525e-07 3.849205e-11 3.798228e-13 16 Nonlinear solution status: time= 0.963213 stiffness updates = 5 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.272778 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.653357e-17 0.000000e+00 energy 1.191814e-08 1.794770e-15 1.191814e-10 displacement 3.799525e-07 4.792233e-11 3.799212e-13 17 Nonlinear solution status: time= 0.963213 stiffness updates = 6 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.269254 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.330900e-17 0.000000e+00 energy 1.191814e-08 1.205205e-15 1.191814e-10 displacement 3.799525e-07 3.485248e-11 3.799955e-13 18 Nonlinear solution status: time= 0.963213 stiffness updates = 7 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.191799 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.536969e-17 0.000000e+00 energy 1.191814e-08 9.938440e-16 1.191814e-10 displacement 3.799525e-07 1.759095e-11 3.800230e-13 19 Nonlinear solution status: time= 0.963213 stiffness updates = 8 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.151630 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.497527e-17 0.000000e+00 energy 1.191814e-08 4.713226e-16 1.191814e-10 displacement 3.799525e-07 1.756856e-11 3.800271e-13 20 Nonlinear solution status: time= 0.963213 stiffness updates = 9 right hand side evaluations = 52 stiffness matrix reformations = 2 step from line search = 0.160510 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.177894e-17 0.000000e+00 energy 1.191814e-08 7.728432e-16 1.191814e-10 displacement 3.799525e-07 1.920069e-11 3.800074e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.963213 stiffness updates = 0 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.262697 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.667712e-17 0.000000e+00 energy 1.191814e-08 3.704152e-16 1.191814e-10 displacement 3.799525e-07 2.944193e-11 3.798845e-13 22 Nonlinear solution status: time= 0.963213 stiffness updates = 1 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.056709 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.610694e-17 0.000000e+00 energy 1.191814e-08 2.230808e-16 1.191814e-10 displacement 3.799525e-07 2.041726e-11 3.798151e-13 23 Nonlinear solution status: time= 0.963213 stiffness updates = 2 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.061457 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.371885e-17 0.000000e+00 energy 1.191814e-08 2.269130e-16 1.191814e-10 displacement 3.799525e-07 1.530410e-11 3.797824e-13 24 Nonlinear solution status: time= 0.963213 stiffness updates = 3 right hand side evaluations = 63 stiffness matrix reformations = 3 step from line search = 0.081698 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.018158e-17 0.000000e+00 energy 1.191814e-08 2.151955e-16 1.191814e-10 displacement 3.799525e-07 6.083157e-12 3.797730e-13 25 Nonlinear solution status: time= 0.963213 stiffness updates = 4 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.093974 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 6.333609e-18 0.000000e+00 energy 1.191814e-08 2.084572e-16 1.191814e-10 displacement 3.799525e-07 3.255358e-12 3.797708e-13 26 Nonlinear solution status: time= 0.963213 stiffness updates = 5 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.108187 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 4.617173e-18 0.000000e+00 energy 1.191814e-08 1.326319e-16 1.191814e-10 displacement 3.799525e-07 1.808539e-12 3.797706e-13 27 Nonlinear solution status: time= 0.963213 stiffness updates = 6 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.269447 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 6.004906e-18 0.000000e+00 energy 1.191814e-08 3.578193e-16 1.191814e-10 displacement 3.799525e-07 1.158852e-11 3.797808e-13 28 Nonlinear solution status: time= 0.963213 stiffness updates = 7 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.297428 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 4.649981e-18 0.000000e+00 energy 1.191814e-08 4.270702e-16 1.191814e-10 displacement 3.799525e-07 2.204473e-11 3.798241e-13 29 Nonlinear solution status: time= 0.963213 stiffness updates = 8 right hand side evaluations = 78 stiffness matrix reformations = 3 step from line search = 0.479122 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 5.466821e-18 0.000000e+00 energy 1.191814e-08 3.208609e-16 1.191814e-10 displacement 3.799525e-07 9.069202e-12 3.798439e-13 30 Nonlinear solution status: time= 0.963213 stiffness updates = 9 right hand side evaluations = 80 stiffness matrix reformations = 3 step from line search = 0.272045 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 6.093383e-18 0.000000e+00 energy 1.191814e-08 2.644482e-16 1.191814e-10 displacement 3.799525e-07 8.675231e-12 3.798465e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.963213 stiffness updates = 0 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.266931 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 4.600180e-18 0.000000e+00 energy 1.191814e-08 4.269503e-17 1.191814e-10 displacement 3.799525e-07 1.003816e-11 3.798059e-13 32 Nonlinear solution status: time= 0.963213 stiffness updates = 1 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.093252 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 9.192232e-18 0.000000e+00 energy 1.191814e-08 2.536471e-16 1.191814e-10 displacement 3.799525e-07 1.203284e-11 3.797798e-13 33 Nonlinear solution status: time= 0.963213 stiffness updates = 2 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.077559 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 6.706498e-18 0.000000e+00 energy 1.191814e-08 7.670925e-17 1.191814e-10 displacement 3.799525e-07 4.079057e-12 3.797732e-13 34 Nonlinear solution status: time= 0.963213 stiffness updates = 3 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.075406 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 4.445406e-18 0.000000e+00 energy 1.191814e-08 5.269585e-17 1.191814e-10 displacement 3.799525e-07 1.627788e-12 3.797711e-13 35 Nonlinear solution status: time= 0.963213 stiffness updates = 4 right hand side evaluations = 93 stiffness matrix reformations = 4 step from line search = 0.078255 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.858236e-18 0.000000e+00 energy 1.191814e-08 7.974808e-17 1.191814e-10 displacement 3.799525e-07 8.129957e-13 3.797700e-13 36 Nonlinear solution status: time= 0.963213 stiffness updates = 5 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.125700 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.343821e-18 0.000000e+00 energy 1.191814e-08 8.895030e-17 1.191814e-10 displacement 3.799525e-07 1.588094e-12 3.797698e-13 37 Nonlinear solution status: time= 0.963213 stiffness updates = 6 right hand side evaluations = 100 stiffness matrix reformations = 4 step from line search = 0.321326 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.286139e-18 0.000000e+00 energy 1.191814e-08 2.772518e-16 1.191814e-10 displacement 3.799525e-07 1.752091e-11 3.797878e-13 38 Nonlinear solution status: time= 0.963213 stiffness updates = 7 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.312501 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.631796e-18 0.000000e+00 energy 1.191814e-08 2.355939e-16 1.191814e-10 displacement 3.799525e-07 1.064031e-11 3.798190e-13 39 Nonlinear solution status: time= 0.963213 stiffness updates = 8 right hand side evaluations = 105 stiffness matrix reformations = 4 step from line search = 0.502853 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 5.892516e-18 0.000000e+00 energy 1.191814e-08 2.660509e-16 1.191814e-10 displacement 3.799525e-07 4.697350e-12 3.798285e-13 40 Nonlinear solution status: time= 0.963213 stiffness updates = 9 right hand side evaluations = 108 stiffness matrix reformations = 4 step from line search = 0.173907 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.347964e-18 0.000000e+00 energy 1.191814e-08 1.718007e-16 1.191814e-10 displacement 3.799525e-07 4.364327e-12 3.798324e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.963213 stiffness updates = 0 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.317188 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.540720e-18 0.000000e+00 energy 1.191814e-08 7.164297e-17 1.191814e-10 displacement 3.799525e-07 9.515869e-12 3.797959e-13 42 Nonlinear solution status: time= 0.963213 stiffness updates = 1 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.083877 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 4.202025e-18 0.000000e+00 energy 1.191814e-08 7.746007e-17 1.191814e-10 displacement 3.799525e-07 7.218490e-12 3.797773e-13 43 Nonlinear solution status: time= 0.963213 stiffness updates = 2 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.092475 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 3.302201e-18 0.000000e+00 energy 1.191814e-08 8.270246e-17 1.191814e-10 displacement 3.799525e-07 4.192799e-12 3.797709e-13 44 Nonlinear solution status: time= 0.963213 stiffness updates = 3 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.062856 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.490666e-18 0.000000e+00 energy 1.191814e-08 2.051338e-17 1.191814e-10 displacement 3.799525e-07 9.313833e-13 3.797697e-13 45 Nonlinear solution status: time= 0.963213 stiffness updates = 4 right hand side evaluations = 120 stiffness matrix reformations = 5 step from line search = 0.073439 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.373826e-18 0.000000e+00 energy 1.191814e-08 4.314254e-17 1.191814e-10 displacement 3.799525e-07 4.855807e-13 3.797692e-13 46 Nonlinear solution status: time= 0.963213 stiffness updates = 5 right hand side evaluations = 124 stiffness matrix reformations = 5 step from line search = 0.125286 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.085400e-18 0.000000e+00 energy 1.191814e-08 3.706540e-17 1.191814e-10 displacement 3.799525e-07 6.922774e-13 3.797695e-13 47 Nonlinear solution status: time= 0.963213 stiffness updates = 6 right hand side evaluations = 126 stiffness matrix reformations = 5 step from line search = 0.523878 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.805495e-18 0.000000e+00 energy 1.191814e-08 2.116092e-16 1.191814e-10 displacement 3.799525e-07 1.532322e-11 3.797855e-13 48 Nonlinear solution status: time= 0.963213 stiffness updates = 7 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.329362 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.434111e-18 0.000000e+00 energy 1.191814e-08 1.044036e-16 1.191814e-10 displacement 3.799525e-07 4.101848e-12 3.798001e-13 49 Nonlinear solution status: time= 0.963213 stiffness updates = 8 right hand side evaluations = 131 stiffness matrix reformations = 5 step from line search = 0.470769 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.646068e-18 0.000000e+00 energy 1.191814e-08 6.361763e-17 1.191814e-10 displacement 3.799525e-07 2.424494e-12 3.797964e-13 50 Nonlinear solution status: time= 0.963213 stiffness updates = 9 right hand side evaluations = 133 stiffness matrix reformations = 5 step from line search = 0.189640 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.895762e-18 0.000000e+00 energy 1.191814e-08 7.471364e-17 1.191814e-10 displacement 3.799525e-07 3.627146e-12 3.797904e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.963213 stiffness updates = 0 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.316033 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.338566e-18 0.000000e+00 energy 1.191814e-08 2.460596e-17 1.191814e-10 displacement 3.799525e-07 2.913597e-12 3.797786e-13 52 Nonlinear solution status: time= 0.963213 stiffness updates = 1 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.079578 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 2.556572e-18 0.000000e+00 energy 1.191814e-08 6.514491e-17 1.191814e-10 displacement 3.799525e-07 3.111341e-12 3.797716e-13 53 Nonlinear solution status: time= 0.963213 stiffness updates = 2 right hand side evaluations = 139 stiffness matrix reformations = 6 step from line search = 0.090993 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.775693e-18 0.000000e+00 energy 1.191814e-08 6.382639e-17 1.191814e-10 displacement 3.799525e-07 2.172560e-12 3.797697e-13 54 Nonlinear solution status: time= 0.963213 stiffness updates = 3 right hand side evaluations = 142 stiffness matrix reformations = 6 step from line search = 0.054853 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 1.127474e-18 0.000000e+00 energy 1.191814e-08 2.113852e-17 1.191814e-10 displacement 3.799525e-07 4.253218e-13 3.797694e-13 55 Nonlinear solution status: time= 0.963213 stiffness updates = 4 right hand side evaluations = 146 stiffness matrix reformations = 6 step from line search = 0.087891 convergence norms : INITIAL CURRENT REQUIRED residual 4.355591e-09 9.021910e-19 0.000000e+00 energy 1.191814e-08 2.187449e-17 1.191814e-10 displacement 3.799525e-07 2.985179e-13 3.797693e-13 convergence summary number of iterations : 55 number of reformations : 6 ------- converged at time : 0.963213 ===== beginning time step 79 : 0.973213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000973213 Setting parameter "scale" to : 0.000973213 Setting parameter "scale" to : 0.000973213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.491848e-16 0.000000e+00 energy 1.184378e-08 2.581779e-13 1.184378e-10 displacement 3.795904e-07 3.795904e-07 3.795904e-13 2 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599201 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.236649e-16 0.000000e+00 energy 1.184378e-08 1.286206e-14 1.184378e-10 displacement 3.795904e-07 4.152811e-10 3.798404e-13 3 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.284495 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 5.421719e-17 0.000000e+00 energy 1.184378e-08 3.315654e-15 1.184378e-10 displacement 3.795904e-07 3.935567e-11 3.798948e-13 4 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.234722 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 8.638082e-17 0.000000e+00 energy 1.184378e-08 3.021954e-15 1.184378e-10 displacement 3.795904e-07 1.033882e-10 3.798526e-13 5 Nonlinear solution status: time= 0.973213 stiffness updates = 4 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.180234 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.277337e-16 0.000000e+00 energy 1.184378e-08 3.449370e-15 1.184378e-10 displacement 3.795904e-07 2.703227e-10 3.801332e-13 6 Nonlinear solution status: time= 0.973213 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.138647 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.318262e-16 0.000000e+00 energy 1.184378e-08 4.506034e-15 1.184378e-10 displacement 3.795904e-07 2.827623e-10 3.809174e-13 7 Nonlinear solution status: time= 0.973213 stiffness updates = 6 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.138010 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.351664e-16 0.000000e+00 energy 1.184378e-08 3.315011e-15 1.184378e-10 displacement 3.795904e-07 1.044983e-10 3.815777e-13 8 Nonlinear solution status: time= 0.973213 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.078036 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.137781e-16 0.000000e+00 energy 1.184378e-08 1.293699e-15 1.184378e-10 displacement 3.795904e-07 1.009668e-11 3.816872e-13 9 Nonlinear solution status: time= 0.973213 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.097116 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.679385e-16 0.000000e+00 energy 1.184378e-08 2.191094e-15 1.184378e-10 displacement 3.795904e-07 3.897357e-11 3.812569e-13 10 Nonlinear solution status: time= 0.973213 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 1 step from line search = 0.161357 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.115599e-16 0.000000e+00 energy 1.184378e-08 1.592859e-15 1.184378e-10 displacement 3.795904e-07 2.669130e-10 3.802948e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.605250 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.591419e-17 0.000000e+00 energy 1.184378e-08 1.334805e-15 1.184378e-10 displacement 3.795904e-07 3.375938e-10 3.795426e-13 12 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.105745 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.157305e-17 0.000000e+00 energy 1.184378e-08 5.422831e-16 1.184378e-10 displacement 3.795904e-07 9.670680e-11 3.794126e-13 13 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.110832 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 5.394972e-18 0.000000e+00 energy 1.184378e-08 3.822945e-16 1.184378e-10 displacement 3.795904e-07 8.376845e-12 3.794095e-13 14 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.236265 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 8.766089e-18 0.000000e+00 energy 1.184378e-08 5.825776e-16 1.184378e-10 displacement 3.795904e-07 3.054685e-11 3.794420e-13 15 Nonlinear solution status: time= 0.973213 stiffness updates = 4 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.173825 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.177665e-18 0.000000e+00 energy 1.184378e-08 4.727073e-16 1.184378e-10 displacement 3.795904e-07 2.315233e-11 3.795034e-13 16 Nonlinear solution status: time= 0.973213 stiffness updates = 5 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.308485 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 6.435055e-18 0.000000e+00 energy 1.184378e-08 6.254848e-16 1.184378e-10 displacement 3.795904e-07 3.851608e-11 3.795758e-13 17 Nonlinear solution status: time= 0.973213 stiffness updates = 6 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.285636 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 6.007215e-18 0.000000e+00 energy 1.184378e-08 3.383423e-16 1.184378e-10 displacement 3.795904e-07 2.043950e-11 3.795977e-13 18 Nonlinear solution status: time= 0.973213 stiffness updates = 7 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.200014 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 5.659199e-18 0.000000e+00 energy 1.184378e-08 2.191106e-16 1.184378e-10 displacement 3.795904e-07 1.374986e-11 3.795876e-13 19 Nonlinear solution status: time= 0.973213 stiffness updates = 8 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.171225 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.368778e-18 0.000000e+00 energy 1.184378e-08 2.987541e-16 1.184378e-10 displacement 3.795904e-07 1.480815e-11 3.795579e-13 20 Nonlinear solution status: time= 0.973213 stiffness updates = 9 right hand side evaluations = 52 stiffness matrix reformations = 2 step from line search = 0.130024 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 4.864892e-18 0.000000e+00 energy 1.184378e-08 6.208428e-17 1.184378e-10 displacement 3.795904e-07 1.272298e-11 3.795316e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.245177 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 3.597264e-18 0.000000e+00 energy 1.184378e-08 1.453016e-16 1.184378e-10 displacement 3.795904e-07 8.862452e-12 3.794777e-13 22 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 57 stiffness matrix reformations = 3 step from line search = 0.054307 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 3.718045e-18 0.000000e+00 energy 1.184378e-08 3.136403e-17 1.184378e-10 displacement 3.795904e-07 6.545345e-12 3.794433e-13 23 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.082962 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 6.334856e-18 0.000000e+00 energy 1.184378e-08 1.509926e-16 1.184378e-10 displacement 3.795904e-07 1.230619e-11 3.794159e-13 24 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.045258 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.669806e-18 0.000000e+00 energy 1.184378e-08 2.347238e-17 1.184378e-10 displacement 3.795904e-07 3.402594e-12 3.794097e-13 25 Nonlinear solution status: time= 0.973213 stiffness updates = 4 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.065566 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 9.661350e-19 0.000000e+00 energy 1.184378e-08 5.896050e-17 1.184378e-10 displacement 3.795904e-07 2.546270e-12 3.794080e-13 26 Nonlinear solution status: time= 0.973213 stiffness updates = 5 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.214782 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.692969e-18 0.000000e+00 energy 1.184378e-08 9.320616e-17 1.184378e-10 displacement 3.795904e-07 3.823875e-12 3.794118e-13 27 Nonlinear solution status: time= 0.973213 stiffness updates = 6 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.257875 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.354010e-18 0.000000e+00 energy 1.184378e-08 1.714023e-16 1.184378e-10 displacement 3.795904e-07 1.149218e-11 3.794325e-13 28 Nonlinear solution status: time= 0.973213 stiffness updates = 7 right hand side evaluations = 74 stiffness matrix reformations = 3 step from line search = 0.272707 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.904173e-18 0.000000e+00 energy 1.184378e-08 2.269934e-16 1.184378e-10 displacement 3.795904e-07 1.794698e-11 3.794776e-13 29 Nonlinear solution status: time= 0.973213 stiffness updates = 8 right hand side evaluations = 76 stiffness matrix reformations = 3 step from line search = 0.495587 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.525613e-18 0.000000e+00 energy 1.184378e-08 2.479090e-16 1.184378e-10 displacement 3.795904e-07 1.318837e-11 3.795037e-13 30 Nonlinear solution status: time= 0.973213 stiffness updates = 9 right hand side evaluations = 79 stiffness matrix reformations = 3 step from line search = 0.240870 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.443367e-18 0.000000e+00 energy 1.184378e-08 1.052918e-16 1.184378e-10 displacement 3.795904e-07 4.574222e-12 3.794932e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.307867 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.638019e-18 0.000000e+00 energy 1.184378e-08 3.111944e-17 1.184378e-10 displacement 3.795904e-07 1.015671e-11 3.794468e-13 32 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.064697 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.594103e-18 0.000000e+00 energy 1.184378e-08 1.753649e-17 1.184378e-10 displacement 3.795904e-07 1.109302e-11 3.794190e-13 33 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.074222 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.365806e-18 0.000000e+00 energy 1.184378e-08 1.175660e-16 1.184378e-10 displacement 3.795904e-07 6.381528e-12 3.794106e-13 34 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.042022 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.246839e-18 0.000000e+00 energy 1.184378e-08 2.368188e-17 1.184378e-10 displacement 3.795904e-07 9.881143e-13 3.794090e-13 35 Nonlinear solution status: time= 0.973213 stiffness updates = 4 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.063579 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.777179e-19 0.000000e+00 energy 1.184378e-08 2.365110e-17 1.184378e-10 displacement 3.795904e-07 5.194226e-13 3.794082e-13 36 Nonlinear solution status: time= 0.973213 stiffness updates = 5 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.236852 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.857473e-18 0.000000e+00 energy 1.184378e-08 1.046087e-16 1.184378e-10 displacement 3.795904e-07 5.695307e-12 3.794124e-13 37 Nonlinear solution status: time= 0.973213 stiffness updates = 6 right hand side evaluations = 98 stiffness matrix reformations = 4 step from line search = 0.310142 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.451408e-18 0.000000e+00 energy 1.184378e-08 2.006971e-16 1.184378e-10 displacement 3.795904e-07 2.199219e-11 3.794514e-13 38 Nonlinear solution status: time= 0.973213 stiffness updates = 7 right hand side evaluations = 101 stiffness matrix reformations = 4 step from line search = 0.302762 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.174703e-18 0.000000e+00 energy 1.184378e-08 1.194703e-16 1.184378e-10 displacement 3.795904e-07 4.566778e-12 3.794702e-13 39 Nonlinear solution status: time= 0.973213 stiffness updates = 8 right hand side evaluations = 103 stiffness matrix reformations = 4 step from line search = 0.433562 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.334844e-18 0.000000e+00 energy 1.184378e-08 1.935283e-16 1.184378e-10 displacement 3.795904e-07 1.059947e-11 3.794667e-13 40 Nonlinear solution status: time= 0.973213 stiffness updates = 9 right hand side evaluations = 106 stiffness matrix reformations = 4 step from line search = 0.146709 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.514676e-18 0.000000e+00 energy 1.184378e-08 6.707757e-17 1.184378e-10 displacement 3.795904e-07 4.987494e-12 3.794644e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.289291 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.301954e-18 0.000000e+00 energy 1.184378e-08 3.167618e-19 1.184378e-10 displacement 3.795904e-07 6.257015e-12 3.794354e-13 42 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.066693 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.990774e-18 0.000000e+00 energy 1.184378e-08 5.449958e-17 1.184378e-10 displacement 3.795904e-07 7.915867e-12 3.794166e-13 43 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 112 stiffness matrix reformations = 5 step from line search = 0.074537 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.284785e-18 0.000000e+00 energy 1.184378e-08 8.762288e-17 1.184378e-10 displacement 3.795904e-07 5.405052e-12 3.794099e-13 44 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 115 stiffness matrix reformations = 5 step from line search = 0.038274 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.204450e-18 0.000000e+00 energy 1.184378e-08 1.960541e-17 1.184378e-10 displacement 3.795904e-07 7.794839e-13 3.794089e-13 45 Nonlinear solution status: time= 0.973213 stiffness updates = 4 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.053937 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.041281e-18 0.000000e+00 energy 1.184378e-08 2.317370e-17 1.184378e-10 displacement 3.795904e-07 5.195439e-13 3.794084e-13 46 Nonlinear solution status: time= 0.973213 stiffness updates = 5 right hand side evaluations = 122 stiffness matrix reformations = 5 step from line search = 0.240043 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.381936e-18 0.000000e+00 energy 1.184378e-08 1.174941e-16 1.184378e-10 displacement 3.795904e-07 4.625531e-12 3.794117e-13 47 Nonlinear solution status: time= 0.973213 stiffness updates = 6 right hand side evaluations = 125 stiffness matrix reformations = 5 step from line search = 0.336221 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.671409e-18 0.000000e+00 energy 1.184378e-08 2.285853e-16 1.184378e-10 displacement 3.795904e-07 2.521844e-11 3.794503e-13 48 Nonlinear solution status: time= 0.973213 stiffness updates = 7 right hand side evaluations = 127 stiffness matrix reformations = 5 step from line search = 0.544655 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.298586e-18 0.000000e+00 energy 1.184378e-08 2.078354e-16 1.184378e-10 displacement 3.795904e-07 1.030941e-11 3.794783e-13 49 Nonlinear solution status: time= 0.973213 stiffness updates = 8 right hand side evaluations = 129 stiffness matrix reformations = 5 step from line search = 0.504184 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 2.184284e-18 0.000000e+00 energy 1.184378e-08 7.833047e-17 1.184378e-10 displacement 3.795904e-07 6.032725e-12 3.794581e-13 50 Nonlinear solution status: time= 0.973213 stiffness updates = 9 right hand side evaluations = 131 stiffness matrix reformations = 5 step from line search = 0.152534 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.636835e-18 0.000000e+00 energy 1.184378e-08 3.784728e-17 1.184378e-10 displacement 3.795904e-07 5.291341e-12 3.794427e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 133 stiffness matrix reformations = 6 step from line search = 0.287641 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.840799e-18 0.000000e+00 energy 1.184378e-08 7.122775e-18 1.184378e-10 displacement 3.795904e-07 3.956740e-12 3.794255e-13 52 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 135 stiffness matrix reformations = 6 step from line search = 0.072992 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 3.560595e-18 0.000000e+00 energy 1.184378e-08 7.078264e-17 1.184378e-10 displacement 3.795904e-07 5.235828e-12 3.794140e-13 53 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 138 stiffness matrix reformations = 6 step from line search = 0.053018 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.411981e-18 0.000000e+00 energy 1.184378e-08 2.536754e-17 1.184378e-10 displacement 3.795904e-07 1.970775e-12 3.794103e-13 54 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 141 stiffness matrix reformations = 6 step from line search = 0.043859 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.577712e-19 0.000000e+00 energy 1.184378e-08 1.178960e-17 1.184378e-10 displacement 3.795904e-07 1.122103e-12 3.794087e-13 55 Nonlinear solution status: time= 0.973213 stiffness updates = 4 right hand side evaluations = 145 stiffness matrix reformations = 6 step from line search = 0.050287 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 4.995124e-19 0.000000e+00 energy 1.184378e-08 1.214529e-17 1.184378e-10 displacement 3.795904e-07 4.201344e-13 3.794083e-13 56 Nonlinear solution status: time= 0.973213 stiffness updates = 5 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.206507 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.012439e-18 0.000000e+00 energy 1.184378e-08 4.975865e-17 1.184378e-10 displacement 3.795904e-07 1.746623e-12 3.794092e-13 57 Nonlinear solution status: time= 0.973213 stiffness updates = 6 right hand side evaluations = 151 stiffness matrix reformations = 6 step from line search = 0.323475 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.146374e-19 0.000000e+00 energy 1.184378e-08 9.267684e-17 1.184378e-10 displacement 3.795904e-07 9.782555e-12 3.794238e-13 58 Nonlinear solution status: time= 0.973213 stiffness updates = 7 right hand side evaluations = 154 stiffness matrix reformations = 6 step from line search = 0.292633 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 5.266009e-19 0.000000e+00 energy 1.184378e-08 5.533939e-17 1.184378e-10 displacement 3.795904e-07 1.982865e-12 3.794337e-13 59 Nonlinear solution status: time= 0.973213 stiffness updates = 8 right hand side evaluations = 156 stiffness matrix reformations = 6 step from line search = 0.364152 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.070444e-18 0.000000e+00 energy 1.184378e-08 7.402302e-17 1.184378e-10 displacement 3.795904e-07 1.388028e-12 3.794318e-13 60 Nonlinear solution status: time= 0.973213 stiffness updates = 9 right hand side evaluations = 159 stiffness matrix reformations = 6 step from line search = 0.147580 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.046337e-19 0.000000e+00 energy 1.184378e-08 2.548183e-17 1.184378e-10 displacement 3.795904e-07 9.560681e-13 3.794279e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 0.973213 stiffness updates = 0 right hand side evaluations = 161 stiffness matrix reformations = 7 step from line search = 0.296123 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 6.022454e-19 0.000000e+00 energy 1.184378e-08 1.938699e-17 1.184378e-10 displacement 3.795904e-07 2.647766e-12 3.794168e-13 62 Nonlinear solution status: time= 0.973213 stiffness updates = 1 right hand side evaluations = 163 stiffness matrix reformations = 7 step from line search = 0.067596 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 1.213753e-18 0.000000e+00 energy 1.184378e-08 1.749439e-17 1.184378e-10 displacement 3.795904e-07 2.791995e-12 3.794106e-13 63 Nonlinear solution status: time= 0.973213 stiffness updates = 2 right hand side evaluations = 165 stiffness matrix reformations = 7 step from line search = 0.077497 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 7.932244e-19 0.000000e+00 energy 1.184378e-08 2.895280e-17 1.184378e-10 displacement 3.795904e-07 1.578329e-12 3.794091e-13 64 Nonlinear solution status: time= 0.973213 stiffness updates = 3 right hand side evaluations = 168 stiffness matrix reformations = 7 step from line search = 0.049300 convergence norms : INITIAL CURRENT REQUIRED residual 4.303549e-09 4.580604e-19 0.000000e+00 energy 1.184378e-08 8.104755e-18 1.184378e-10 displacement 3.795904e-07 1.577286e-13 3.794087e-13 convergence summary number of iterations : 64 number of reformations : 7 ------- converged at time : 0.973213 ===== beginning time step 80 : 0.983213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000983213 Setting parameter "scale" to : 0.000983213 Setting parameter "scale" to : 0.000983213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.983213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 4.654836e-16 0.000000e+00 energy 1.177004e-08 2.386306e-13 1.177004e-10 displacement 3.792270e-07 3.792270e-07 3.792270e-13 2 Nonlinear solution status: time= 0.983213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621323 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 5.390790e-17 0.000000e+00 energy 1.177004e-08 6.604095e-15 1.177004e-10 displacement 3.792270e-07 3.912936e-11 3.791580e-13 3 Nonlinear solution status: time= 0.983213 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.443984 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 1.341596e-16 0.000000e+00 energy 1.177004e-08 1.809747e-15 1.177004e-10 displacement 3.792270e-07 2.379108e-12 3.791164e-13 4 Nonlinear solution status: time= 0.983213 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.325493 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 2.183000e-16 0.000000e+00 energy 1.177004e-08 2.395896e-15 1.177004e-10 displacement 3.792270e-07 1.602442e-11 3.790471e-13 5 Nonlinear solution status: time= 0.983213 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.143681 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 2.383106e-16 0.000000e+00 energy 1.177004e-08 1.328947e-15 1.177004e-10 displacement 3.792270e-07 1.031184e-11 3.790290e-13 6 Nonlinear solution status: time= 0.983213 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.192895 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 1.644010e-16 0.000000e+00 energy 1.177004e-08 3.354804e-16 1.177004e-10 displacement 3.792270e-07 2.615648e-12 3.790258e-13 7 Nonlinear solution status: time= 0.983213 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.131559 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 1.017707e-16 0.000000e+00 energy 1.177004e-08 2.088919e-16 1.177004e-10 displacement 3.792270e-07 1.761964e-12 3.790262e-13 8 Nonlinear solution status: time= 0.983213 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.195965 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 5.918172e-17 0.000000e+00 energy 1.177004e-08 8.886025e-16 1.177004e-10 displacement 3.792270e-07 7.921036e-12 3.790400e-13 9 Nonlinear solution status: time= 0.983213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.127450 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 9.411827e-17 0.000000e+00 energy 1.177004e-08 8.333618e-16 1.177004e-10 displacement 3.792270e-07 1.450780e-11 3.790816e-13 10 Nonlinear solution status: time= 0.983213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.107826 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 1.039387e-16 0.000000e+00 energy 1.177004e-08 4.217865e-16 1.177004e-10 displacement 3.792270e-07 1.507055e-12 3.790973e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.983213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.354863 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 4.505185e-17 0.000000e+00 energy 1.177004e-08 2.801561e-16 1.177004e-10 displacement 3.792270e-07 3.438640e-12 3.790776e-13 12 Nonlinear solution status: time= 0.983213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.080614 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 1.459439e-17 0.000000e+00 energy 1.177004e-08 1.619503e-16 1.177004e-10 displacement 3.792270e-07 2.962844e-12 3.790633e-13 13 Nonlinear solution status: time= 0.983213 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.054182 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 5.092848e-18 0.000000e+00 energy 1.177004e-08 5.991017e-17 1.177004e-10 displacement 3.792270e-07 6.196111e-13 3.790581e-13 14 Nonlinear solution status: time= 0.983213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.097287 convergence norms : INITIAL CURRENT REQUIRED residual 4.252232e-09 3.271123e-18 0.000000e+00 energy 1.177004e-08 1.251507e-16 1.177004e-10 displacement 3.792270e-07 2.929538e-13 3.790552e-13 convergence summary number of iterations : 14 number of reformations : 2 ------- converged at time : 0.983213 ===== beginning time step 81 : 0.993213 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.000993213 Setting parameter "scale" to : 0.000993213 Setting parameter "scale" to : 0.000993213 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 0.993213 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.262970e-16 0.000000e+00 energy 1.169728e-08 2.411010e-13 1.169728e-10 displacement 3.788826e-07 3.788826e-07 3.788826e-13 2 Nonlinear solution status: time= 0.993213 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618011 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.371442e-16 0.000000e+00 energy 1.169728e-08 6.956164e-14 1.169728e-10 displacement 3.788826e-07 1.012822e-09 3.796509e-13 3 Nonlinear solution status: time= 0.993213 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.185894e-15 0.000000e+00 energy 1.169728e-08 2.390628e-14 1.169728e-10 displacement 3.788826e-07 9.776335e-11 3.792130e-13 4 Nonlinear solution status: time= 0.993213 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.123833 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 7.594495e-16 0.000000e+00 energy 1.169728e-08 8.529652e-15 1.169728e-10 displacement 3.788826e-07 7.541144e-11 3.790056e-13 5 Nonlinear solution status: time= 0.993213 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.125073 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 5.566563e-16 0.000000e+00 energy 1.169728e-08 4.869897e-15 1.169728e-10 displacement 3.788826e-07 5.965244e-11 3.789425e-13 6 Nonlinear solution status: time= 0.993213 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.154828 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.865209e-16 0.000000e+00 energy 1.169728e-08 3.016775e-15 1.169728e-10 displacement 3.788826e-07 3.432784e-11 3.789411e-13 7 Nonlinear solution status: time= 0.993213 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.095916 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.839666e-16 0.000000e+00 energy 1.169728e-08 4.372534e-15 1.169728e-10 displacement 3.788826e-07 9.551976e-12 3.789376e-13 8 Nonlinear solution status: time= 0.993213 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.163712 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 4.790581e-16 0.000000e+00 energy 1.169728e-08 1.609353e-14 1.169728e-10 displacement 3.788826e-07 3.341294e-11 3.789214e-13 9 Nonlinear solution status: time= 0.993213 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.101666 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.360555e-16 0.000000e+00 energy 1.169728e-08 6.808111e-15 1.169728e-10 displacement 3.788826e-07 1.879860e-11 3.789209e-13 10 Nonlinear solution status: time= 0.993213 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.147695 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.015146e-16 0.000000e+00 energy 1.169728e-08 4.189737e-15 1.169728e-10 displacement 3.788826e-07 8.315660e-12 3.789633e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 0.993213 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.402888 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 7.989944e-17 0.000000e+00 energy 1.169728e-08 3.026109e-15 1.169728e-10 displacement 3.788826e-07 5.245840e-11 3.787908e-13 12 Nonlinear solution status: time= 0.993213 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.099700 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.988725e-17 0.000000e+00 energy 1.169728e-08 1.166439e-16 1.169728e-10 displacement 3.788826e-07 2.920095e-11 3.787214e-13 13 Nonlinear solution status: time= 0.993213 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.114947 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.810995e-17 0.000000e+00 energy 1.169728e-08 2.320638e-15 1.169728e-10 displacement 3.788826e-07 2.462804e-11 3.787126e-13 14 Nonlinear solution status: time= 0.993213 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.068443 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.607274e-17 0.000000e+00 energy 1.169728e-08 6.007051e-16 1.169728e-10 displacement 3.788826e-07 2.363691e-12 3.787192e-13 15 Nonlinear solution status: time= 0.993213 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.293526 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 5.503961e-17 0.000000e+00 energy 1.169728e-08 1.911095e-15 1.169728e-10 displacement 3.788826e-07 1.547320e-11 3.787478e-13 16 Nonlinear solution status: time= 0.993213 stiffness updates = 5 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.328127 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 4.356279e-17 0.000000e+00 energy 1.169728e-08 2.371655e-15 1.169728e-10 displacement 3.788826e-07 1.904146e-11 3.787894e-13 17 Nonlinear solution status: time= 0.993213 stiffness updates = 6 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.313667 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.076793e-17 0.000000e+00 energy 1.169728e-08 1.442556e-15 1.169728e-10 displacement 3.788826e-07 2.058599e-11 3.788092e-13 18 Nonlinear solution status: time= 0.993213 stiffness updates = 7 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.440236 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.555693e-17 0.000000e+00 energy 1.169728e-08 1.726645e-15 1.169728e-10 displacement 3.788826e-07 7.570930e-11 3.788877e-13 19 Nonlinear solution status: time= 0.993213 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.243325 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.401919e-17 0.000000e+00 energy 1.169728e-08 1.086358e-15 1.169728e-10 displacement 3.788826e-07 2.707721e-11 3.789660e-13 20 Nonlinear solution status: time= 0.993213 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 2 step from line search = 0.191654 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.198528e-17 0.000000e+00 energy 1.169728e-08 6.066927e-16 1.169728e-10 displacement 3.788826e-07 8.995467e-12 3.789790e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 0.993213 stiffness updates = 0 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 0.333966 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.678689e-17 0.000000e+00 energy 1.169728e-08 9.066822e-16 1.169728e-10 displacement 3.788826e-07 3.830972e-11 3.788185e-13 22 Nonlinear solution status: time= 0.993213 stiffness updates = 1 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 0.085430 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.149251e-17 0.000000e+00 energy 1.169728e-08 5.817669e-18 1.169728e-10 displacement 3.788826e-07 2.644356e-11 3.787371e-13 23 Nonlinear solution status: time= 0.993213 stiffness updates = 2 right hand side evaluations = 53 stiffness matrix reformations = 3 step from line search = 0.105460 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.203535e-17 0.000000e+00 energy 1.169728e-08 5.876450e-16 1.169728e-10 displacement 3.788826e-07 1.662253e-11 3.787078e-13 24 Nonlinear solution status: time= 0.993213 stiffness updates = 3 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.082961 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 7.885294e-18 0.000000e+00 energy 1.169728e-08 2.308088e-16 1.169728e-10 displacement 3.788826e-07 3.574710e-12 3.787044e-13 25 Nonlinear solution status: time= 0.993213 stiffness updates = 4 right hand side evaluations = 59 stiffness matrix reformations = 3 step from line search = 0.147059 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 7.097179e-18 0.000000e+00 energy 1.169728e-08 3.140447e-16 1.169728e-10 displacement 3.788826e-07 1.084232e-12 3.787046e-13 26 Nonlinear solution status: time= 0.993213 stiffness updates = 5 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.250953 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.825472e-17 0.000000e+00 energy 1.169728e-08 5.587892e-16 1.169728e-10 displacement 3.788826e-07 2.354194e-11 3.787238e-13 27 Nonlinear solution status: time= 0.993213 stiffness updates = 6 right hand side evaluations = 65 stiffness matrix reformations = 3 step from line search = 0.285987 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.294531e-17 0.000000e+00 energy 1.169728e-08 6.680299e-16 1.169728e-10 displacement 3.788826e-07 3.362810e-11 3.788018e-13 28 Nonlinear solution status: time= 0.993213 stiffness updates = 7 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.448267 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.295454e-17 0.000000e+00 energy 1.169728e-08 8.320565e-16 1.169728e-10 displacement 3.788826e-07 1.406279e-11 3.788569e-13 29 Nonlinear solution status: time= 0.993213 stiffness updates = 8 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.211482 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 9.327794e-18 0.000000e+00 energy 1.169728e-08 4.252064e-16 1.169728e-10 displacement 3.788826e-07 4.689928e-12 3.788605e-13 30 Nonlinear solution status: time= 0.993213 stiffness updates = 9 right hand side evaluations = 72 stiffness matrix reformations = 3 step from line search = 0.251024 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.544504e-17 0.000000e+00 energy 1.169728e-08 6.722165e-16 1.169728e-10 displacement 3.788826e-07 1.113904e-11 3.788284e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 0.993213 stiffness updates = 0 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 0.325572 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 8.646883e-18 0.000000e+00 energy 1.169728e-08 3.593489e-16 1.169728e-10 displacement 3.788826e-07 1.703074e-11 3.787569e-13 32 Nonlinear solution status: time= 0.993213 stiffness updates = 1 right hand side evaluations = 76 stiffness matrix reformations = 4 step from line search = 0.084011 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 6.546794e-18 0.000000e+00 energy 1.169728e-08 4.093804e-17 1.169728e-10 displacement 3.788826e-07 1.367499e-11 3.787181e-13 33 Nonlinear solution status: time= 0.993213 stiffness updates = 2 right hand side evaluations = 78 stiffness matrix reformations = 4 step from line search = 0.096672 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 8.337160e-18 0.000000e+00 energy 1.169728e-08 3.170407e-16 1.169728e-10 displacement 3.788826e-07 8.963471e-12 3.787050e-13 34 Nonlinear solution status: time= 0.993213 stiffness updates = 3 right hand side evaluations = 81 stiffness matrix reformations = 4 step from line search = 0.069251 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.210963e-18 0.000000e+00 energy 1.169728e-08 1.021842e-16 1.169728e-10 displacement 3.788826e-07 1.532034e-12 3.787043e-13 35 Nonlinear solution status: time= 0.993213 stiffness updates = 4 right hand side evaluations = 84 stiffness matrix reformations = 4 step from line search = 0.142207 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.453324e-18 0.000000e+00 energy 1.169728e-08 1.526377e-16 1.169728e-10 displacement 3.788826e-07 8.120462e-13 3.787040e-13 36 Nonlinear solution status: time= 0.993213 stiffness updates = 5 right hand side evaluations = 87 stiffness matrix reformations = 4 step from line search = 0.256261 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 8.864788e-18 0.000000e+00 energy 1.169728e-08 3.053151e-16 1.169728e-10 displacement 3.788826e-07 1.584236e-11 3.787196e-13 37 Nonlinear solution status: time= 0.993213 stiffness updates = 6 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.289109 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 6.240888e-18 0.000000e+00 energy 1.169728e-08 4.266823e-16 1.169728e-10 displacement 3.788826e-07 2.969836e-11 3.787893e-13 38 Nonlinear solution status: time= 0.993213 stiffness updates = 7 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.543655 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 4.338578e-18 0.000000e+00 energy 1.169728e-08 4.577581e-16 1.169728e-10 displacement 3.788826e-07 1.070059e-11 3.788432e-13 39 Nonlinear solution status: time= 0.993213 stiffness updates = 8 right hand side evaluations = 94 stiffness matrix reformations = 4 step from line search = 0.423644 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 5.107962e-18 0.000000e+00 energy 1.169728e-08 2.075542e-16 1.169728e-10 displacement 3.788826e-07 7.107479e-12 3.788025e-13 40 Nonlinear solution status: time= 0.993213 stiffness updates = 9 right hand side evaluations = 96 stiffness matrix reformations = 4 step from line search = 0.179725 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 4.832056e-18 0.000000e+00 energy 1.169728e-08 5.178343e-17 1.169728e-10 displacement 3.788826e-07 7.182785e-12 3.787648e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 0.993213 stiffness updates = 0 right hand side evaluations = 98 stiffness matrix reformations = 5 step from line search = 0.307773 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 3.147402e-18 0.000000e+00 energy 1.169728e-08 1.346164e-16 1.169728e-10 displacement 3.788826e-07 7.326263e-12 3.787319e-13 42 Nonlinear solution status: time= 0.993213 stiffness updates = 1 right hand side evaluations = 100 stiffness matrix reformations = 5 step from line search = 0.078101 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.945471e-18 0.000000e+00 energy 1.169728e-08 1.874838e-17 1.169728e-10 displacement 3.788826e-07 6.213148e-12 3.787129e-13 43 Nonlinear solution status: time= 0.993213 stiffness updates = 2 right hand side evaluations = 102 stiffness matrix reformations = 5 step from line search = 0.086814 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.994119e-18 0.000000e+00 energy 1.169728e-08 8.729615e-17 1.169728e-10 displacement 3.788826e-07 4.246929e-12 3.787058e-13 44 Nonlinear solution status: time= 0.993213 stiffness updates = 3 right hand side evaluations = 105 stiffness matrix reformations = 5 step from line search = 0.074272 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.112320e-18 0.000000e+00 energy 1.169728e-08 4.060206e-17 1.169728e-10 displacement 3.788826e-07 1.113147e-12 3.787050e-13 45 Nonlinear solution status: time= 0.993213 stiffness updates = 4 right hand side evaluations = 108 stiffness matrix reformations = 5 step from line search = 0.104058 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 8.304304e-19 0.000000e+00 energy 1.169728e-08 4.475706e-17 1.169728e-10 displacement 3.788826e-07 4.584253e-13 3.787048e-13 46 Nonlinear solution status: time= 0.993213 stiffness updates = 5 right hand side evaluations = 111 stiffness matrix reformations = 5 step from line search = 0.217143 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.572324e-18 0.000000e+00 energy 1.169728e-08 6.143284e-17 1.169728e-10 displacement 3.788826e-07 4.069776e-12 3.787090e-13 47 Nonlinear solution status: time= 0.993213 stiffness updates = 6 right hand side evaluations = 114 stiffness matrix reformations = 5 step from line search = 0.289333 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.004819e-18 0.000000e+00 energy 1.169728e-08 9.909151e-17 1.169728e-10 displacement 3.788826e-07 1.289049e-11 3.787354e-13 48 Nonlinear solution status: time= 0.993213 stiffness updates = 7 right hand side evaluations = 117 stiffness matrix reformations = 5 step from line search = 0.310194 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.293116e-18 0.000000e+00 energy 1.169728e-08 7.483104e-17 1.169728e-10 displacement 3.788826e-07 3.730611e-12 3.787582e-13 49 Nonlinear solution status: time= 0.993213 stiffness updates = 8 right hand side evaluations = 119 stiffness matrix reformations = 5 step from line search = 0.475925 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.419225e-18 0.000000e+00 energy 1.169728e-08 8.665587e-17 1.169728e-10 displacement 3.788826e-07 1.659029e-12 3.787510e-13 50 Nonlinear solution status: time= 0.993213 stiffness updates = 9 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.248165 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.250606e-18 0.000000e+00 energy 1.169728e-08 1.291214e-16 1.169728e-10 displacement 3.788826e-07 4.741223e-12 3.787327e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 0.993213 stiffness updates = 0 right hand side evaluations = 123 stiffness matrix reformations = 6 step from line search = 0.389334 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 2.293629e-18 0.000000e+00 energy 1.169728e-08 1.552674e-17 1.169728e-10 displacement 3.788826e-07 5.238599e-12 3.787145e-13 52 Nonlinear solution status: time= 0.993213 stiffness updates = 1 right hand side evaluations = 125 stiffness matrix reformations = 6 step from line search = 0.065268 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 1.618695e-18 0.000000e+00 energy 1.169728e-08 2.746016e-17 1.169728e-10 displacement 3.788826e-07 4.170373e-12 3.787067e-13 53 Nonlinear solution status: time= 0.993213 stiffness updates = 2 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.090324 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 7.329240e-19 0.000000e+00 energy 1.169728e-08 3.112186e-17 1.169728e-10 displacement 3.788826e-07 1.758285e-12 3.787056e-13 54 Nonlinear solution status: time= 0.993213 stiffness updates = 3 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.065365 convergence norms : INITIAL CURRENT REQUIRED residual 4.200753e-09 4.861446e-19 0.000000e+00 energy 1.169728e-08 2.139928e-17 1.169728e-10 displacement 3.788826e-07 1.465953e-13 3.787055e-13 convergence summary number of iterations : 54 number of reformations : 6 ------- converged at time : 0.993213 MUST POINT CONTROLLER: adjusting time step. dt = 0.00678709 ===== beginning time step 82 : 1 ===== Setting parameter "ascl" to : 0 Setting parameter "ascl" to : 0.001 Setting parameter "scale" to : 0.001 Setting parameter "scale" to : 0.001 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.049045e-17 0.000000e+00 energy 5.355075e-09 7.875736e-14 5.355075e-11 displacement 1.743664e-07 1.743664e-07 1.743664e-13 2 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.597915 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 6.465255e-17 0.000000e+00 energy 5.355075e-09 9.007376e-15 5.355075e-11 displacement 1.743664e-07 1.138475e-10 1.744321e-13 3 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.463602 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.170659e-16 0.000000e+00 energy 5.355075e-09 4.122394e-15 5.355075e-11 displacement 1.743664e-07 7.432601e-12 1.744448e-13 4 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.211922 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 8.873945e-17 0.000000e+00 energy 5.355075e-09 2.461146e-15 5.355075e-11 displacement 1.743664e-07 6.829147e-12 1.744388e-13 5 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.252842 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.653740e-16 0.000000e+00 energy 5.355075e-09 4.980174e-15 5.355075e-11 displacement 1.743664e-07 2.134411e-11 1.744220e-13 6 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.159460 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.566920e-16 0.000000e+00 energy 5.355075e-09 3.881268e-15 5.355075e-11 displacement 1.743664e-07 1.770520e-11 1.744241e-13 7 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.160509 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.482699e-16 0.000000e+00 energy 5.355075e-09 4.549891e-15 5.355075e-11 displacement 1.743664e-07 1.386486e-11 1.744350e-13 8 Nonlinear solution status: time= 1 stiffness updates = 7 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.118873 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.602831e-16 0.000000e+00 energy 5.355075e-09 2.785121e-15 5.355075e-11 displacement 1.743664e-07 4.002127e-12 1.744382e-13 9 Nonlinear solution status: time= 1 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.205715 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.831186e-16 0.000000e+00 energy 5.355075e-09 7.844742e-15 5.355075e-11 displacement 1.743664e-07 1.942439e-11 1.744322e-13 10 Nonlinear solution status: time= 1 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 1 step from line search = 0.158993 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.598514e-16 0.000000e+00 energy 5.355075e-09 4.109740e-15 5.355075e-11 displacement 1.743664e-07 9.405380e-12 1.744433e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 11 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.462838 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 6.378760e-17 0.000000e+00 energy 5.355075e-09 1.100380e-15 5.355075e-11 displacement 1.743664e-07 3.531707e-11 1.743547e-13 12 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.108705 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 4.006672e-17 0.000000e+00 energy 5.355075e-09 1.754336e-15 5.355075e-11 displacement 1.743664e-07 2.317274e-11 1.743170e-13 13 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.056877 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.323985e-17 0.000000e+00 energy 5.355075e-09 4.169291e-16 5.355075e-11 displacement 1.743664e-07 2.236275e-12 1.743118e-13 14 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.190695 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 4.833780e-17 0.000000e+00 energy 5.355075e-09 1.475827e-15 5.355075e-11 displacement 1.743664e-07 1.067780e-11 1.743125e-13 15 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.288481 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.278977e-17 0.000000e+00 energy 5.355075e-09 2.198718e-15 5.355075e-11 displacement 1.743664e-07 3.645253e-11 1.743607e-13 16 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 40 stiffness matrix reformations = 2 step from line search = 0.327915 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.673521e-17 0.000000e+00 energy 5.355075e-09 1.711166e-15 5.355075e-11 displacement 1.743664e-07 3.145827e-11 1.744333e-13 17 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.458918 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.852459e-17 0.000000e+00 energy 5.355075e-09 1.930692e-15 5.355075e-11 displacement 1.743664e-07 2.544888e-11 1.744714e-13 18 Nonlinear solution status: time= 1 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 2 step from line search = 0.308520 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 4.791857e-17 0.000000e+00 energy 5.355075e-09 2.152300e-15 5.355075e-11 displacement 1.743664e-07 2.647933e-11 1.744779e-13 19 Nonlinear solution status: time= 1 stiffness updates = 8 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 0.193326 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.489555e-17 0.000000e+00 energy 5.355075e-09 9.461943e-16 5.355075e-11 displacement 1.743664e-07 3.937738e-11 1.745013e-13 20 Nonlinear solution status: time= 1 stiffness updates = 9 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.187343 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 4.390309e-17 0.000000e+00 energy 5.355075e-09 8.054742e-16 5.355075e-11 displacement 1.743664e-07 2.413209e-11 1.745342e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 21 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.385792 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.884052e-17 0.000000e+00 energy 5.355075e-09 4.828612e-16 5.355075e-11 displacement 1.743664e-07 4.377495e-11 1.743972e-13 22 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.111960 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.953154e-17 0.000000e+00 energy 5.355075e-09 7.664713e-16 5.355075e-11 displacement 1.743664e-07 3.246635e-11 1.743301e-13 23 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 0.100598 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.419666e-17 0.000000e+00 energy 5.355075e-09 2.971703e-16 5.355075e-11 displacement 1.743664e-07 9.615592e-12 1.743137e-13 24 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.121195 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 9.975253e-18 0.000000e+00 energy 5.355075e-09 3.600959e-16 5.355075e-11 displacement 1.743664e-07 5.778673e-12 1.743112e-13 25 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 61 stiffness matrix reformations = 3 step from line search = 0.240792 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.256412e-17 0.000000e+00 energy 5.355075e-09 6.277823e-16 5.355075e-11 displacement 1.743664e-07 1.504494e-11 1.743235e-13 26 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.265449 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.482976e-17 0.000000e+00 energy 5.355075e-09 9.717166e-16 5.355075e-11 displacement 1.743664e-07 3.653294e-11 1.743817e-13 27 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 67 stiffness matrix reformations = 3 step from line search = 0.329882 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.738842e-17 0.000000e+00 energy 5.355075e-09 7.713623e-16 5.355075e-11 displacement 1.743664e-07 2.182785e-11 1.744553e-13 28 Nonlinear solution status: time= 1 stiffness updates = 7 right hand side evaluations = 69 stiffness matrix reformations = 3 step from line search = 0.508489 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.736932e-17 0.000000e+00 energy 5.355075e-09 4.632295e-16 5.355075e-11 displacement 1.743664e-07 1.523187e-11 1.744160e-13 29 Nonlinear solution status: time= 1 stiffness updates = 8 right hand side evaluations = 71 stiffness matrix reformations = 3 step from line search = 0.216191 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.009574e-17 0.000000e+00 energy 5.355075e-09 1.646188e-16 5.355075e-11 displacement 1.743664e-07 1.841514e-11 1.743738e-13 30 Nonlinear solution status: time= 1 stiffness updates = 9 right hand side evaluations = 73 stiffness matrix reformations = 3 step from line search = 0.155501 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.522525e-17 0.000000e+00 energy 5.355075e-09 2.789355e-16 5.355075e-11 displacement 1.743664e-07 1.077017e-11 1.743543e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 31 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 0.328037 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 8.854649e-18 0.000000e+00 energy 5.355075e-09 1.103272e-16 5.355075e-11 displacement 1.743664e-07 4.990031e-12 1.743317e-13 32 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.099306 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.702832e-18 0.000000e+00 energy 5.355075e-09 5.059352e-17 5.355075e-11 displacement 1.743664e-07 4.814193e-12 1.743166e-13 33 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 79 stiffness matrix reformations = 4 step from line search = 0.115505 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.340616e-18 0.000000e+00 energy 5.355075e-09 1.488695e-16 5.355075e-11 displacement 1.743664e-07 3.522424e-12 1.743101e-13 34 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 82 stiffness matrix reformations = 4 step from line search = 0.091917 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.888057e-18 0.000000e+00 energy 5.355075e-09 7.527951e-17 5.355075e-11 displacement 1.743664e-07 1.489656e-12 1.743093e-13 35 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 85 stiffness matrix reformations = 4 step from line search = 0.221291 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.351209e-18 0.000000e+00 energy 5.355075e-09 9.319032e-17 5.355075e-11 displacement 1.743664e-07 2.485807e-12 1.743112e-13 36 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 88 stiffness matrix reformations = 4 step from line search = 0.278904 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.606978e-18 0.000000e+00 energy 5.355075e-09 1.039743e-16 5.355075e-11 displacement 1.743664e-07 4.969260e-12 1.743202e-13 37 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 90 stiffness matrix reformations = 4 step from line search = 0.526589 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.589254e-18 0.000000e+00 energy 5.355075e-09 1.404273e-16 5.355075e-11 displacement 1.743664e-07 4.372599e-12 1.743305e-13 38 Nonlinear solution status: time= 1 stiffness updates = 7 right hand side evaluations = 92 stiffness matrix reformations = 4 step from line search = 0.409852 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.017597e-18 0.000000e+00 energy 5.355075e-09 2.128646e-16 5.355075e-11 displacement 1.743664e-07 4.847542e-12 1.743395e-13 39 Nonlinear solution status: time= 1 stiffness updates = 8 right hand side evaluations = 95 stiffness matrix reformations = 4 step from line search = 0.218323 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.105978e-18 0.000000e+00 energy 5.355075e-09 7.696889e-17 5.355075e-11 displacement 1.743664e-07 1.278485e-12 1.743403e-13 40 Nonlinear solution status: time= 1 stiffness updates = 9 right hand side evaluations = 97 stiffness matrix reformations = 4 step from line search = 0.191353 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.060399e-18 0.000000e+00 energy 5.355075e-09 1.441219e-16 5.355075e-11 displacement 1.743664e-07 2.622463e-12 1.743385e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 41 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 99 stiffness matrix reformations = 5 step from line search = 0.542373 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.998417e-18 0.000000e+00 energy 5.355075e-09 2.891365e-17 5.355075e-11 displacement 1.743664e-07 8.147789e-12 1.743161e-13 42 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 101 stiffness matrix reformations = 5 step from line search = 0.079760 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.456871e-18 0.000000e+00 energy 5.355075e-09 3.454810e-17 5.355075e-11 displacement 1.743664e-07 4.210966e-12 1.743098e-13 43 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 104 stiffness matrix reformations = 5 step from line search = 0.089103 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.669498e-19 0.000000e+00 energy 5.355075e-09 2.939644e-17 5.355075e-11 displacement 1.743664e-07 9.564602e-13 1.743095e-13 44 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 107 stiffness matrix reformations = 5 step from line search = 0.179672 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 7.103013e-19 0.000000e+00 energy 5.355075e-09 3.579749e-17 5.355075e-11 displacement 1.743664e-07 1.689172e-12 1.743115e-13 45 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 110 stiffness matrix reformations = 5 step from line search = 0.293010 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.063259e-18 0.000000e+00 energy 5.355075e-09 5.406436e-17 5.355075e-11 displacement 1.743664e-07 3.513220e-12 1.743187e-13 46 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 113 stiffness matrix reformations = 5 step from line search = 0.285259 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 8.260731e-19 0.000000e+00 energy 5.355075e-09 4.865612e-17 5.355075e-11 displacement 1.743664e-07 1.951124e-12 1.743254e-13 47 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 116 stiffness matrix reformations = 5 step from line search = 0.298377 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.593215e-19 0.000000e+00 energy 5.355075e-09 3.581546e-17 5.355075e-11 displacement 1.743664e-07 1.939500e-12 1.743280e-13 48 Nonlinear solution status: time= 1 stiffness updates = 7 right hand side evaluations = 118 stiffness matrix reformations = 5 step from line search = 0.409366 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.529111e-18 0.000000e+00 energy 5.355075e-09 9.020040e-17 5.355075e-11 displacement 1.743664e-07 3.826384e-12 1.743285e-13 49 Nonlinear solution status: time= 1 stiffness updates = 8 right hand side evaluations = 121 stiffness matrix reformations = 5 step from line search = 0.145492 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 9.863175e-19 0.000000e+00 energy 5.355075e-09 3.843671e-17 5.355075e-11 displacement 1.743664e-07 1.546612e-12 1.743297e-13 50 Nonlinear solution status: time= 1 stiffness updates = 9 right hand side evaluations = 123 stiffness matrix reformations = 5 step from line search = 0.203155 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.549125e-18 0.000000e+00 energy 5.355075e-09 5.382283e-17 5.355075e-11 displacement 1.743664e-07 1.322862e-12 1.743290e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 51 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 125 stiffness matrix reformations = 6 step from line search = 0.497075 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.570377e-18 0.000000e+00 energy 5.355075e-09 4.008500e-18 5.355075e-11 displacement 1.743664e-07 4.469720e-12 1.743148e-13 52 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 127 stiffness matrix reformations = 6 step from line search = 0.069015 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 3.484968e-19 0.000000e+00 energy 5.355075e-09 3.101761e-18 5.355075e-11 displacement 1.743664e-07 2.688926e-12 1.743099e-13 53 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 130 stiffness matrix reformations = 6 step from line search = 0.090677 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 9.711568e-20 0.000000e+00 energy 5.355075e-09 5.948484e-18 5.355075e-11 displacement 1.743664e-07 8.777056e-13 1.743094e-13 54 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 134 stiffness matrix reformations = 6 step from line search = 0.093374 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 8.474841e-20 0.000000e+00 energy 5.355075e-09 4.409083e-18 5.355075e-11 displacement 1.743664e-07 2.585506e-13 1.743100e-13 55 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 137 stiffness matrix reformations = 6 step from line search = 0.238577 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.371462e-19 0.000000e+00 energy 5.355075e-09 7.822932e-18 5.355075e-11 displacement 1.743664e-07 4.923240e-13 1.743116e-13 56 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 140 stiffness matrix reformations = 6 step from line search = 0.256507 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.438865e-19 0.000000e+00 energy 5.355075e-09 9.069104e-18 5.355075e-11 displacement 1.743664e-07 4.338866e-13 1.743137e-13 57 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 143 stiffness matrix reformations = 6 step from line search = 0.306695 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.156649e-19 0.000000e+00 energy 5.355075e-09 1.072574e-17 5.355075e-11 displacement 1.743664e-07 5.236752e-13 1.743158e-13 58 Nonlinear solution status: time= 1 stiffness updates = 7 right hand side evaluations = 145 stiffness matrix reformations = 6 step from line search = 0.490125 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.037210e-19 0.000000e+00 energy 5.355075e-09 2.165188e-17 5.355075e-11 displacement 1.743664e-07 1.125658e-12 1.743167e-13 59 Nonlinear solution status: time= 1 stiffness updates = 8 right hand side evaluations = 148 stiffness matrix reformations = 6 step from line search = 0.218212 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 1.378531e-19 0.000000e+00 energy 5.355075e-09 8.246030e-18 5.355075e-11 displacement 1.743664e-07 5.224097e-13 1.743163e-13 60 Nonlinear solution status: time= 1 stiffness updates = 9 right hand side evaluations = 150 stiffness matrix reformations = 6 step from line search = 0.204473 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.065102e-19 0.000000e+00 energy 5.355075e-09 5.787457e-18 5.355075e-11 displacement 1.743664e-07 5.565459e-13 1.743146e-13 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * * * ************************************************************************* Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 2668284 Nr of nonzeroes in stiffness matrix ....... : 98938890 61 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 152 stiffness matrix reformations = 7 step from line search = 0.411520 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 4.431676e-19 0.000000e+00 energy 5.355075e-09 1.054549e-18 5.355075e-11 displacement 1.743664e-07 8.734192e-13 1.743113e-13 62 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 154 stiffness matrix reformations = 7 step from line search = 0.056141 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 2.186993e-19 0.000000e+00 energy 5.355075e-09 3.077230e-18 5.355075e-11 displacement 1.743664e-07 7.705675e-13 1.743097e-13 63 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 157 stiffness matrix reformations = 7 step from line search = 0.051414 convergence norms : INITIAL CURRENT REQUIRED residual 1.911763e-09 5.742282e-20 0.000000e+00 energy 5.355075e-09 1.136516e-18 5.355075e-11 displacement 1.743664e-07 1.696611e-13 1.743093e-13 convergence summary number of iterations : 63 number of reformations : 7 ------- converged at time : 1 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 82 Total number of equilibrium iterations ............ : 3807 Average number of equilibrium iterations .......... : 46.4268 Total number of right hand evaluations ............ : 9611 Total number of stiffness reformations ............ : 424 L I N E A R S O L V E R S T A T S Total calls to linear solver ........ : 3822 Avg iterations per solve ............ : 1 Time in linear solver: 5:57:49 Elapsed time : 12:07:49 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:06 (6 sec) Initialization time ............. : 0:00:03 (3 sec) Solve time ...................... : 12:07:49 (43669 sec) IO-time (plot, dmp, data) .... : 0:01:44 (104 sec) reforming stiffness .......... : 0:34:58 (2098 sec) evaluating stiffness ......... : 0:16:06 (966 sec) evaluating residual .......... : 0:00:44 (44 sec) model update ................. : 0:06:08 (368 sec) QN updates ................... : 0:03:11 (191 sec) time in linear solver ........ : 5:57:49 (21469 sec) Total elapsed time .............. : 12:07:58 (43678 sec) N O R M A L T E R M I N A T I O N