=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 --- v e r s i o n - 2 . 5 . 0 . 8514 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2015 - All rights reserved This is the NON-COMMERCIAL version of FEBio. This version may only be used for non-commercial purposes as described in the license agreement. To obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : Double.feb Plot file : Double.xplt Log file : Double.log MESH INFO =========================================================================== Number of materials ............................ : 2 Number of domains .............................. : 2 Number of nodes ................................ : 320 Number of solid elements ....................... : 292 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Plane strain mode .............................. : no Number of timesteps ............................ : 100 Time step size ................................. : 0.02 Auto time stepper activated .................... : no Number of loadcurves ........................... : 2 Number of displacement boundary conditions ..... : 0 Number of concentrated nodal forces ............ : 0 Max nr of stiffness reformations ............... : 15 per time steps Max nr of Quasi-Newton iterations .............. : 10 between stiffness matrix reformations Linesearch convergence tolerance ............... : 0.9 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 0.01 Displacement convergence tolerance ............. : 0.001 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Minimal residual value ......................... : 1e-20 OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) MATERIAL DATA =========================================================================== 1 - Skin (type: neo-Hookean) density ........................................... : 1e-09 E ................................................. : 20 v ................................................. : 0.2 --------------------------------------------------------------------------- 2 - Rigid (type: rigid body) density ........................................... : 7e-09 density ........................................... : 7e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 2 center of mass : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: facet-to-facet sliding penalty ........................................... : 10 auto_penalty ...................................... : 0 laugon ............................................ : 1 tolerance ......................................... : 0.2 two_pass .......................................... : 0 gaptol ............................................ : 0 minaug ............................................ : 0 maxaug ............................................ : 10 knmult ............................................ : 1 search_tol ........................................ : 0.01 search_radius ..................................... : 1 dxtol ............................................. : 0 fric_coeff ........................................ : 0 fric_penalty ...................................... : 0 seg_up ............................................ : 0 node_reloc ........................................ : 0 LOADCURVE DATA =========================================================================== 1 0 0 1 1 --------------------------------------------------------------------------- 2 0 0.02 0.02 0.02 0.04 0.02 0.06 0.02 0.08 0.02 0.1 0.02 0.12 0.02 0.14 0.02 0.16 0.02 0.18 0.02 0.2 0.02 0.22 0.02 0.24 0.02 0.26 0.02 0.28 0.02 0.3 0.02 0.32 0.02 0.34 0.02 0.36 0.02 0.38 0.02 0.4 0.02 0.42 0.02 0.44 0.02 0.46 0.02 0.48 0.02 0.5 0.02 0.52 0.02 0.54 0.02 0.56 0.02 0.58 0.02 0.6 0.02 0.62 0.02 0.64 0.02 0.66 0.02 0.68 0.02 0.7 0.02 0.72 0.02 0.74 0.02 0.76 0.02 0.78 0.02 0.8 0.02 0.82 0.02 0.84 0.02 0.86 0.02 0.88 0.02 0.9 0.02 0.92 0.02 0.94 0.02 0.96 0.02 0.98 0.02 1 0.02 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : symmetric ===== beginning time step 1 : 0.02 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.067941e-24 9.233030e+02 0.000000e+00 energy 4.706980e-27 1.506236e-14 4.706980e-29 displacement 4.320379e-29 1.080095e-29 1.080095e-35 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 2 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.233030e+02 7.089509e-04 0.000000e+00 energy 1.506236e-14 1.169136e-03 1.506236e-16 displacement 4.320379e-29 3.827866e-03 3.827866e-09 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 3 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.089509e-04 1.867483e-15 0.000000e+00 energy 1.169136e-03 1.661368e-12 1.169136e-05 displacement 4.320379e-29 4.564280e-09 3.822797e-09 4 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.089509e-04 7.572633e-24 0.000000e+00 energy 1.169136e-03 8.225126e-23 1.169136e-05 displacement 4.320379e-29 3.551269e-20 3.822797e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.000000e+00 2.000000e-01 gap function : 2.760626e-02 *** 5 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.089509e-04 2.448681e-05 0.000000e+00 energy 1.169136e-03 9.340890e-05 1.169136e-05 displacement 4.320379e-29 7.059790e-04 7.814362e-09 6 Nonlinear solution status: time= 0.02 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.089509e-04 1.428206e-11 0.000000e+00 energy 1.169136e-03 3.023823e-11 1.169136e-05 displacement 4.320379e-29 1.575491e-10 7.813016e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.011605e-01 2.000000e-01 gap function : 1.189984e-02 *** 7 Nonlinear solution status: time= 0.02 stiffness updates = 2 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.089509e-04 9.382973e-06 0.000000e+00 energy 1.169136e-03 2.489655e-05 1.169136e-05 displacement 4.320379e-29 1.308200e-04 9.965659e-09 8 Nonlinear solution status: time= 0.02 stiffness updates = 3 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.089509e-04 5.451387e-12 0.000000e+00 energy 1.169136e-03 9.675910e-12 1.169136e-05 displacement 4.320379e-29 6.032878e-11 9.964719e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.150957e-01 2.000000e-01 gap function : 5.152731e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.02 ===== beginning time step 2 : 0.04 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 2.621789e+02 0.000000e+00 energy 3.978650e+00 1.314059e+00 3.978650e-02 displacement 9.251325e-03 9.251325e-03 9.251325e-09 2 Nonlinear solution status: time= 0.04 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.327692 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 7.892823e+01 0.000000e+00 energy 3.978650e+00 2.796241e-01 3.978650e-02 displacement 9.251325e-03 3.904382e-03 2.277894e-08 3 Nonlinear solution status: time= 0.04 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 2.419861e+00 0.000000e+00 energy 3.978650e+00 1.121914e-02 3.978650e-02 displacement 9.251325e-03 1.724203e-04 1.915601e-08 4 Nonlinear solution status: time= 0.04 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 5.286299e-02 0.000000e+00 energy 3.978650e+00 5.517895e-04 3.978650e-02 displacement 9.251325e-03 1.005769e-05 1.920159e-08 5 Nonlinear solution status: time= 0.04 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 3.275436e-03 0.000000e+00 energy 3.978650e+00 2.346115e-05 3.978650e-02 displacement 9.251325e-03 1.039004e-06 1.932730e-08 6 Nonlinear solution status: time= 0.04 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 3.074445e-04 0.000000e+00 energy 3.978650e+00 3.684167e-06 3.978650e-02 displacement 9.251325e-03 7.780932e-08 1.934189e-08 7 Nonlinear solution status: time= 0.04 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 4.382029e-06 0.000000e+00 energy 3.978650e+00 5.853905e-08 3.978650e-02 displacement 9.251325e-03 5.692079e-09 1.933746e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.183067e-01 2.000000e-01 gap function : 2.679371e-02 *** 8 Nonlinear solution status: time= 0.04 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.128845e+00 0.000000e+00 energy 3.978650e+00 3.928400e-02 3.978650e-02 displacement 9.251325e-03 1.946376e-03 3.349236e-08 9 Nonlinear solution status: time= 0.04 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.400181e-02 0.000000e+00 energy 3.978650e+00 1.749352e-04 3.978650e-02 displacement 9.251325e-03 7.420941e-06 3.424371e-08 10 Nonlinear solution status: time= 0.04 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 7.132356e-04 0.000000e+00 energy 3.978650e+00 9.603869e-06 3.978650e-02 displacement 9.251325e-03 2.494584e-07 3.425321e-08 11 Nonlinear solution status: time= 0.04 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 6.562113e-07 0.000000e+00 energy 3.978650e+00 2.449018e-08 3.978650e-02 displacement 9.251325e-03 7.492279e-09 3.423974e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.597084e-01 2.000000e-01 gap function : 9.151036e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.04 ===== beginning time step 3 : 0.06 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 2.521495e-02 0.000000e+00 energy 1.396289e+01 8.262779e-03 1.396289e-01 displacement 3.763920e-02 3.763920e-02 3.763920e-08 2 Nonlinear solution status: time= 0.06 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 1.051325e-03 0.000000e+00 energy 1.396289e+01 1.150929e-05 1.396289e-01 displacement 3.763920e-02 3.700990e-07 3.763684e-08 3 Nonlinear solution status: time= 0.06 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 5.974979e-06 0.000000e+00 energy 1.396289e+01 1.269421e-07 1.396289e-01 displacement 3.763920e-02 1.540785e-08 3.761872e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.300148e-01 2.000000e-01 gap function : 3.970694e-02 *** 4 Nonlinear solution status: time= 0.06 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 6.616010e+00 0.000000e+00 energy 1.396289e+01 1.224395e-01 1.396289e-01 displacement 3.763920e-02 7.060736e-03 7.709842e-08 5 Nonlinear solution status: time= 0.06 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 5.502306e-02 0.000000e+00 energy 1.396289e+01 6.401142e-04 1.396289e-01 displacement 3.763920e-02 6.393634e-05 7.542810e-08 6 Nonlinear solution status: time= 0.06 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 1.057268e-03 0.000000e+00 energy 1.396289e+01 1.895620e-05 1.396289e-01 displacement 3.763920e-02 9.077009e-07 7.550488e-08 7 Nonlinear solution status: time= 0.06 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330097e+03 7.189681e-07 0.000000e+00 energy 1.396289e+01 3.527217e-08 1.396289e-01 displacement 3.763920e-02 2.528537e-08 7.553882e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.305178e-01 2.000000e-01 gap function : 1.564675e-02 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.06 ===== beginning time step 4 : 0.08 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 2.714021e+02 0.000000e+00 energy 1.391549e+01 2.501367e+00 1.391549e-01 displacement 3.739457e-02 3.739457e-02 3.739457e-08 2 Nonlinear solution status: time= 0.08 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.567506 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 5.390784e+01 0.000000e+00 energy 1.391549e+01 3.559464e-01 1.391549e-01 displacement 3.739457e-02 5.265860e-03 6.280895e-08 3 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 3.115397e-01 0.000000e+00 energy 1.391549e+01 7.513086e-03 1.391549e-01 displacement 3.739457e-02 3.830035e-04 5.438409e-08 4 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 1.728339e-02 0.000000e+00 energy 1.391549e+01 1.400734e-04 1.391549e-01 displacement 3.739457e-02 7.991834e-06 5.369419e-08 5 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 3.385343e-03 0.000000e+00 energy 1.391549e+01 2.104318e-05 1.391549e-01 displacement 3.739457e-02 4.863814e-07 5.370853e-08 6 Nonlinear solution status: time= 0.08 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 6.146850e-05 0.000000e+00 energy 1.391549e+01 6.684536e-07 1.391549e-01 displacement 3.739457e-02 5.877864e-08 5.373699e-08 7 Nonlinear solution status: time= 0.08 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 4.912083e-06 0.000000e+00 energy 1.391549e+01 4.111667e-08 1.391549e-01 displacement 3.739457e-02 1.145701e-09 5.373313e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.219904e-01 2.000000e-01 gap function : 3.360337e-02 *** 8 Nonlinear solution status: time= 0.08 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 4.257621e+00 0.000000e+00 energy 1.391549e+01 7.852538e-02 1.391549e-01 displacement 3.739457e-02 7.354658e-03 1.002810e-07 9 Nonlinear solution status: time= 0.08 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 1.198246e-01 0.000000e+00 energy 1.391549e+01 1.110916e-03 1.391549e-01 displacement 3.739457e-02 1.124471e-04 9.792255e-08 10 Nonlinear solution status: time= 0.08 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 2.007833e-03 0.000000e+00 energy 1.391549e+01 8.776749e-06 1.391549e-01 displacement 3.739457e-02 1.640640e-06 9.784117e-08 11 Nonlinear solution status: time= 0.08 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330120e+03 2.983263e-05 0.000000e+00 energy 1.391549e+01 3.741520e-07 1.391549e-01 displacement 3.739457e-02 2.288318e-08 9.784500e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.058867e-01 2.000000e-01 gap function : 1.844821e-02 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.08 ===== beginning time step 5 : 0.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 1.389084e+04 3.973996e+01 0.000000e+00 energy 2.626616e+01 1.168860e+00 2.626616e-01 displacement 6.756340e-02 6.756340e-02 6.756340e-08 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 7.295553e+00 0.000000e+00 energy 2.626616e+01 6.672456e-02 2.626616e-01 displacement 6.756340e-02 1.795352e-03 8.168722e-08 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 5.346898e-04 0.000000e+00 energy 2.626616e+01 9.118379e-06 2.626616e-01 displacement 6.756340e-02 1.407075e-04 7.708902e-08 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 2.399879e-05 0.000000e+00 energy 2.626616e+01 3.521204e-07 2.626616e-01 displacement 6.756340e-02 1.754611e-08 7.710783e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.460377e-01 2.000000e-01 gap function : 3.074906e-02 *** 5 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 1.506593e+00 0.000000e+00 energy 2.626616e+01 3.544883e-02 2.626616e-01 displacement 6.756340e-02 7.605249e-03 1.322666e-07 6 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 4.301384e-02 0.000000e+00 energy 2.626616e+01 6.032878e-04 2.626616e-01 displacement 6.756340e-02 3.833996e-05 1.324480e-07 7 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 6.046136e-04 0.000000e+00 energy 2.626616e+01 1.005200e-05 2.626616e-01 displacement 6.756340e-02 1.253236e-06 1.324269e-07 8 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389084e+04 4.180080e-06 0.000000e+00 energy 2.626616e+01 1.029482e-07 2.626616e-01 displacement 6.756340e-02 1.482014e-08 1.324166e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.360139e-02 2.000000e-01 gap function : 1.438558e-02 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.1 ===== beginning time step 6 : 0.12 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 9.403838e+01 0.000000e+00 energy 3.187049e+01 1.854200e+00 3.187049e-01 displacement 8.079732e-02 8.079732e-02 8.079732e-08 2 Nonlinear solution status: time= 0.12 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.611548 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 2.205624e+01 0.000000e+00 energy 3.187049e+01 2.475226e-01 3.187049e-01 displacement 8.079732e-02 7.005354e-03 1.102337e-07 3 Nonlinear solution status: time= 0.12 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 1.963561e-01 0.000000e+00 energy 3.187049e+01 8.590371e-03 3.187049e-01 displacement 8.079732e-02 6.786044e-04 9.921514e-08 4 Nonlinear solution status: time= 0.12 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 1.119443e-02 0.000000e+00 energy 3.187049e+01 2.742840e-04 3.187049e-01 displacement 8.079732e-02 1.762729e-05 9.775400e-08 5 Nonlinear solution status: time= 0.12 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 2.214524e-03 0.000000e+00 energy 3.187049e+01 2.324671e-05 3.187049e-01 displacement 8.079732e-02 9.179882e-07 9.791216e-08 6 Nonlinear solution status: time= 0.12 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 4.649940e-04 0.000000e+00 energy 3.187049e+01 6.266967e-06 3.187049e-01 displacement 8.079732e-02 2.069225e-07 9.798975e-08 7 Nonlinear solution status: time= 0.12 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742750e+04 1.947458e-05 0.000000e+00 energy 3.187049e+01 2.955562e-07 3.187049e-01 displacement 8.079732e-02 3.085335e-08 9.794773e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.973775e-01 2.000000e-01 gap function : 2.637572e-02 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.12 ===== beginning time step 7 : 0.14 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 5.683678e+01 0.000000e+00 energy 5.029721e+01 1.604353e+00 5.029721e-01 displacement 1.617854e-01 1.617854e-01 1.617854e-07 2 Nonlinear solution status: time= 0.14 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.606162 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 6.481113e+00 0.000000e+00 energy 5.029721e+01 1.185770e-01 5.029721e-01 displacement 1.617854e-01 4.062494e-03 1.887394e-07 3 Nonlinear solution status: time= 0.14 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 1.076452e-03 0.000000e+00 energy 5.029721e+01 2.899030e-05 5.029721e-01 displacement 1.617854e-01 1.770228e-04 1.819183e-07 4 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 7.375675e-05 0.000000e+00 energy 5.029721e+01 1.127137e-06 5.029721e-01 displacement 1.617854e-01 3.111222e-08 1.818569e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.967435e-01 2.000000e-01 gap function : 4.211144e-02 *** 5 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 3.340086e+00 0.000000e+00 energy 5.029721e+01 7.855386e-02 5.029721e-01 displacement 1.617854e-01 2.597931e-02 3.370183e-07 6 Nonlinear solution status: time= 0.14 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 4.082939e-02 0.000000e+00 energy 5.029721e+01 6.198728e-04 5.029721e-01 displacement 1.617854e-01 1.301397e-04 3.327181e-07 7 Nonlinear solution status: time= 0.14 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 2.575605e-02 0.000000e+00 energy 5.029721e+01 3.130149e-04 5.029721e-01 displacement 1.617854e-01 5.548637e-06 3.323969e-07 8 Nonlinear solution status: time= 0.14 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 8.161140e-06 0.000000e+00 energy 5.029721e+01 5.028634e-07 5.029721e-01 displacement 1.617854e-01 1.237718e-06 3.324818e-07 9 Nonlinear solution status: time= 0.14 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599902e+04 2.304899e-08 0.000000e+00 energy 5.029721e+01 1.261835e-09 5.029721e-01 displacement 1.617854e-01 1.725882e-10 3.324818e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.094351e-02 2.000000e-01 gap function : 1.253601e-02 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.14 ===== beginning time step 8 : 0.16 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851473e+04 5.165118e+00 0.000000e+00 energy 5.629984e+01 5.736326e-01 5.629984e-01 displacement 1.789844e-01 1.789844e-01 1.789844e-07 2 Nonlinear solution status: time= 0.16 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851473e+04 5.498304e-01 0.000000e+00 energy 5.629984e+01 1.037597e-02 5.629984e-01 displacement 1.789844e-01 3.853439e-04 1.888037e-07 3 Nonlinear solution status: time= 0.16 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851473e+04 2.867200e-03 0.000000e+00 energy 5.629984e+01 1.872952e-04 5.629984e-01 displacement 1.789844e-01 3.286187e-05 1.863151e-07 4 Nonlinear solution status: time= 0.16 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851473e+04 7.012761e-05 0.000000e+00 energy 5.629984e+01 2.317453e-06 5.629984e-01 displacement 1.789844e-01 2.035847e-07 1.861084e-07 5 Nonlinear solution status: time= 0.16 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851473e+04 4.367398e-07 0.000000e+00 energy 5.629984e+01 1.043074e-08 5.629984e-01 displacement 1.789844e-01 4.993111e-09 1.861319e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.784965e-01 2.000000e-01 gap function : 2.929755e-02 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.16 ===== beginning time step 9 : 0.18 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 1.308527e+01 0.000000e+00 energy 6.197447e+01 4.174647e-01 6.197447e-01 displacement 1.982973e-01 1.982973e-01 1.982973e-07 2 Nonlinear solution status: time= 0.18 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 2.360376e+00 0.000000e+00 energy 6.197447e+01 3.605934e-02 6.197447e-01 displacement 1.982973e-01 1.690539e-03 2.109810e-07 3 Nonlinear solution status: time= 0.18 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 2.715700e-03 0.000000e+00 energy 6.197447e+01 3.525388e-04 6.197447e-01 displacement 1.982973e-01 1.526015e-04 2.063555e-07 4 Nonlinear solution status: time= 0.18 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 5.705083e-07 0.000000e+00 energy 6.197447e+01 5.249973e-08 6.197447e-01 displacement 1.982973e-01 3.339335e-07 2.061694e-07 5 Nonlinear solution status: time= 0.18 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 1.481678e-08 0.000000e+00 energy 6.197447e+01 4.815886e-10 6.197447e-01 displacement 1.982973e-01 3.735027e-11 2.061678e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.669279e-01 2.000000e-01 gap function : 4.717978e-02 *** 6 Nonlinear solution status: time= 0.18 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 1.390743e-01 0.000000e+00 energy 6.197447e+01 4.952524e-02 6.197447e-01 displacement 1.982973e-01 3.878281e-02 4.204872e-07 7 Nonlinear solution status: time= 0.18 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 6.572680e-06 0.000000e+00 energy 6.197447e+01 1.806476e-06 6.197447e-01 displacement 1.982973e-01 4.898156e-06 4.206458e-07 8 Nonlinear solution status: time= 0.18 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095448e+04 4.645494e-10 0.000000e+00 energy 6.197447e+01 9.187799e-11 6.197447e-01 displacement 1.982973e-01 2.446814e-10 4.206506e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.065512e-02 2.000000e-01 gap function : 1.443034e-02 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.18 ===== beginning time step 10 : 0.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 6.025982e-02 0.000000e+00 energy 6.392765e+01 8.214322e-02 6.392765e-01 displacement 2.070261e-01 2.070261e-01 2.070261e-07 2 Nonlinear solution status: time= 0.2 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.337391e-07 0.000000e+00 energy 6.392765e+01 1.633763e-07 6.392765e-01 displacement 2.070261e-01 4.386357e-07 2.065990e-07 3 Nonlinear solution status: time= 0.2 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.289876e-13 0.000000e+00 energy 6.392765e+01 3.410979e-14 6.392765e-01 displacement 2.070261e-01 9.262013e-13 2.065997e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.523459e-01 2.000000e-01 gap function : 3.071727e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.2 ===== beginning time step 11 : 0.22 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 6.674751e+00 0.000000e+00 energy 6.376330e+01 6.592571e-01 6.376330e-01 displacement 2.061715e-01 2.061715e-01 2.061715e-07 2 Nonlinear solution status: time= 0.22 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 5.479023e-01 0.000000e+00 energy 6.376330e+01 1.353194e-02 6.376330e-01 displacement 2.061715e-01 8.822538e-04 2.213040e-07 3 Nonlinear solution status: time= 0.22 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.901110e-06 0.000000e+00 energy 6.376330e+01 2.423744e-07 6.376330e-01 displacement 2.061715e-01 3.733482e-05 2.178295e-07 4 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 2.030542e-08 0.000000e+00 energy 6.376330e+01 6.930489e-10 6.376330e-01 displacement 2.061715e-01 4.413403e-11 2.178287e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.294416e-01 2.000000e-01 gap function : 4.838943e-02 *** 5 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 2.502180e-01 0.000000e+00 energy 6.376330e+01 6.911177e-02 6.376330e-01 displacement 2.061715e-01 4.267077e-02 4.499493e-07 6 Nonlinear solution status: time= 0.22 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 2.581391e-03 0.000000e+00 energy 6.376330e+01 7.384328e-05 6.376330e-01 displacement 2.061715e-01 8.773769e-06 4.504432e-07 7 Nonlinear solution status: time= 0.22 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 4.215642e-05 0.000000e+00 energy 6.376330e+01 1.255016e-06 6.376330e-01 displacement 2.061715e-01 2.396013e-07 4.504527e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.169660e-02 2.000000e-01 gap function : 1.373086e-02 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.22 ===== beginning time step 12 : 0.24 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.359852e+04 6.978870e-02 0.000000e+00 energy 6.805829e+01 8.949785e-02 6.805829e-01 displacement 2.203375e-01 2.203375e-01 2.203375e-07 2 Nonlinear solution status: time= 0.24 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.359852e+04 1.742969e-07 0.000000e+00 energy 6.805829e+01 1.889898e-07 6.805829e-01 displacement 2.203375e-01 4.889135e-07 2.199382e-07 3 Nonlinear solution status: time= 0.24 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.359852e+04 3.988986e-13 0.000000e+00 energy 6.805829e+01 2.146146e-14 6.805829e-01 displacement 2.203375e-01 1.161158e-12 2.199391e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.294872e-01 2.000000e-01 gap function : 3.050468e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.24 ===== beginning time step 13 : 0.26 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360031e+04 4.576429e-01 0.000000e+00 energy 6.788247e+01 3.975093e-03 6.788247e-01 displacement 2.195430e-01 2.195430e-01 2.195430e-07 2 Nonlinear solution status: time= 0.26 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618120 convergence norms : INITIAL CURRENT REQUIRED residual 3.360031e+04 7.186028e-02 0.000000e+00 energy 6.788247e+01 1.840705e-03 6.788247e-01 displacement 2.195430e-01 9.580763e-05 2.216822e-07 3 Nonlinear solution status: time= 0.26 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360031e+04 2.803662e-06 0.000000e+00 energy 6.788247e+01 4.968680e-07 6.788247e-01 displacement 2.195430e-01 6.453999e-06 2.208789e-07 4 Nonlinear solution status: time= 0.26 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360031e+04 2.288916e-10 0.000000e+00 energy 6.788247e+01 4.664932e-11 6.788247e-01 displacement 2.195430e-01 1.755837e-11 2.208814e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.972758e-01 2.000000e-01 gap function : 4.913889e-02 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.26 ===== beginning time step 14 : 0.28 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 1.412384e+01 0.000000e+00 energy 6.998486e+01 4.122608e-01 6.998486e-01 displacement 2.309703e-01 2.309703e-01 2.309703e-07 2 Nonlinear solution status: time= 0.28 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614604 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 2.388038e+00 0.000000e+00 energy 6.998486e+01 6.628371e-02 6.998486e-01 displacement 2.309703e-01 3.259654e-03 2.481276e-07 3 Nonlinear solution status: time= 0.28 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 8.615917e-06 0.000000e+00 energy 6.998486e+01 3.794929e-06 6.998486e-01 displacement 2.309703e-01 2.306582e-04 2.419478e-07 4 Nonlinear solution status: time= 0.28 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 2.539186e-10 0.000000e+00 energy 6.998486e+01 8.924876e-11 6.998486e-01 displacement 2.309703e-01 7.888589e-11 2.419407e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.559449e-01 2.000000e-01 gap function : 6.728116e-02 *** 5 Nonlinear solution status: time= 0.28 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 3.041786e-01 0.000000e+00 energy 6.998486e+01 1.427418e-01 6.998486e-01 displacement 2.309703e-01 8.771526e-02 6.055997e-07 6 Nonlinear solution status: time= 0.28 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 7.670834e-07 0.000000e+00 energy 6.998486e+01 5.211614e-07 6.998486e-01 displacement 2.309703e-01 4.873375e-06 6.079271e-07 7 Nonlinear solution status: time= 0.28 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425431e+04 3.906940e-11 0.000000e+00 energy 6.998486e+01 3.416371e-13 6.998486e-01 displacement 2.309703e-01 4.474150e-11 6.079252e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.557148e-02 2.000000e-01 gap function : 1.768851e-02 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.28 ===== beginning time step 15 : 0.3 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 8.399422e-02 0.000000e+00 energy 7.194429e+01 9.882224e-02 7.194429e-01 displacement 2.418951e-01 2.418951e-01 2.418951e-07 2 Nonlinear solution status: time= 0.3 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.465792e-07 0.000000e+00 energy 7.194429e+01 2.299090e-07 7.194429e-01 displacement 2.418951e-01 6.902502e-07 2.415530e-07 3 Nonlinear solution status: time= 0.3 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 6.054655e-13 0.000000e+00 energy 7.194429e+01 3.467091e-13 7.194429e-01 displacement 2.418951e-01 2.033530e-12 2.415541e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.182305e-01 2.000000e-01 gap function : 3.438138e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.3 ===== beginning time step 16 : 0.32 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 8.803902e-02 0.000000e+00 energy 7.174664e+01 1.008451e-01 7.174664e-01 displacement 2.412120e-01 2.412120e-01 2.412120e-07 2 Nonlinear solution status: time= 0.32 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.713936e-07 0.000000e+00 energy 7.174664e+01 2.457294e-07 7.174664e-01 displacement 2.412120e-01 7.160170e-07 2.408653e-07 3 Nonlinear solution status: time= 0.32 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 7.061697e-13 0.000000e+00 energy 7.174664e+01 3.772370e-13 7.174664e-01 displacement 2.412120e-01 2.198501e-12 2.408664e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.741584e-01 2.000000e-01 gap function : 5.388713e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.32 ===== beginning time step 17 : 0.34 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 9.228138e-02 0.000000e+00 energy 7.154496e+01 1.029035e-01 7.154496e-01 displacement 2.405199e-01 2.405199e-01 2.405199e-07 2 Nonlinear solution status: time= 0.34 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.987274e-07 0.000000e+00 energy 7.154496e+01 2.626298e-07 7.154496e-01 displacement 2.405199e-01 7.428185e-07 2.401687e-07 3 Nonlinear solution status: time= 0.34 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 8.238191e-13 0.000000e+00 energy 7.154496e+01 4.107169e-13 7.154496e-01 displacement 2.405199e-01 2.377450e-12 2.401698e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.243003e-01 2.000000e-01 gap function : 7.389642e-02 *** 4 Nonlinear solution status: time= 0.34 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.602818e-02 0.000000e+00 energy 7.154496e+01 4.229996e-02 7.154496e-01 displacement 2.405199e-01 1.083478e-01 6.622207e-07 5 Nonlinear solution status: time= 0.34 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.232819e-06 0.000000e+00 energy 7.154496e+01 2.080416e-07 7.154496e-01 displacement 2.405199e-01 4.351900e-07 6.620347e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.891695e-02 2.000000e-01 gap function : 1.862275e-02 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.34 ===== beginning time step 18 : 0.36 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.003463e-01 0.000000e+00 energy 7.117953e+01 1.066339e-01 7.117953e-01 displacement 2.392102e-01 2.392102e-01 2.392102e-07 2 Nonlinear solution status: time= 0.36 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.545961e-07 0.000000e+00 energy 7.117953e+01 2.956184e-07 7.117953e-01 displacement 2.392102e-01 7.898780e-07 2.388506e-07 3 Nonlinear solution status: time= 0.36 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.054778e-12 0.000000e+00 energy 7.117953e+01 4.694129e-13 7.117953e-01 displacement 2.392102e-01 2.722392e-12 2.388518e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.020995e-01 2.000000e-01 gap function : 3.686998e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.36 ===== beginning time step 19 : 0.38 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.051879e-01 0.000000e+00 energy 7.096618e+01 1.087907e-01 7.096618e-01 displacement 2.384902e-01 2.384902e-01 2.384902e-07 2 Nonlinear solution status: time= 0.38 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.904220e-07 0.000000e+00 energy 7.096618e+01 3.159107e-07 7.096618e-01 displacement 2.384902e-01 8.196438e-07 2.381261e-07 3 Nonlinear solution status: time= 0.38 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.234169e-12 0.000000e+00 energy 7.096618e+01 5.109399e-13 7.096618e-01 displacement 2.384902e-01 2.945391e-12 2.381274e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.504119e-01 2.000000e-01 gap function : 5.737737e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.38 ===== beginning time step 20 : 0.4 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.102617e-01 0.000000e+00 energy 7.074869e+01 1.109827e-01 7.074869e-01 displacement 2.377637e-01 2.377637e-01 2.377637e-07 2 Nonlinear solution status: time= 0.4 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.298031e-07 0.000000e+00 energy 7.074869e+01 3.375657e-07 7.074869e-01 displacement 2.377637e-01 8.506154e-07 2.373952e-07 3 Nonlinear solution status: time= 0.4 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.440293e-12 0.000000e+00 energy 7.074869e+01 5.574229e-13 7.074869e-01 displacement 2.377637e-01 3.187409e-12 2.373965e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.944587e-01 2.000000e-01 gap function : 7.833216e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 ===== beginning time step 21 : 0.42 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.155791e-01 0.000000e+00 energy 7.052683e+01 1.132094e-01 7.052683e-01 displacement 2.370286e-01 2.370286e-01 2.370286e-07 2 Nonlinear solution status: time= 0.42 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.731523e-07 0.000000e+00 energy 7.052683e+01 3.606713e-07 7.052683e-01 displacement 2.370286e-01 8.828163e-07 2.366559e-07 3 Nonlinear solution status: time= 0.42 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.680511e-12 0.000000e+00 energy 7.052683e+01 6.086841e-13 7.052683e-01 displacement 2.370286e-01 3.450028e-12 2.366572e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.347546e-01 2.000000e-01 gap function : 9.961116e-02 *** 4 Nonlinear solution status: time= 0.42 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.497319e-01 0.000000e+00 energy 7.052683e+01 1.183278e-01 7.052683e-01 displacement 2.370286e-01 1.965616e-01 8.563277e-07 5 Nonlinear solution status: time= 0.42 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 5.387745e-06 0.000000e+00 energy 7.052683e+01 7.979056e-07 7.052683e-01 displacement 2.370286e-01 1.357699e-06 8.557916e-07 6 Nonlinear solution status: time= 0.42 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.195298e-09 0.000000e+00 energy 7.052683e+01 1.706933e-10 7.052683e-01 displacement 2.370286e-01 9.747023e-11 8.558003e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.229499e-02 2.000000e-01 gap function : 2.356454e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.42 ===== beginning time step 22 : 0.44 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490832e+04 1.273342e-01 0.000000e+00 energy 7.006215e+01 1.178603e-01 7.006215e-01 displacement 2.354165e-01 2.354165e-01 2.354165e-07 2 Nonlinear solution status: time= 0.44 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490832e+04 5.773311e-07 0.000000e+00 energy 7.006215e+01 4.131780e-07 7.006215e-01 displacement 2.354165e-01 9.481098e-07 2.350345e-07 3 Nonlinear solution status: time= 0.44 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490832e+04 2.241298e-12 0.000000e+00 energy 7.006215e+01 7.085987e-13 7.006215e-01 displacement 2.354165e-01 4.037239e-12 2.350360e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.629325e-02 2.000000e-01 gap function : 4.458943e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.44 ===== beginning time step 23 : 0.46 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.075161e-01 0.000000e+00 energy 6.982661e+01 1.120721e-01 6.982661e-01 displacement 2.346547e-01 2.346547e-01 2.346547e-07 2 Nonlinear solution status: time= 0.46 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.648856e-04 0.000000e+00 energy 6.982661e+01 2.183880e-05 6.982661e-01 displacement 2.346547e-01 1.624263e-04 2.350324e-07 3 Nonlinear solution status: time= 0.46 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.119596e-08 0.000000e+00 energy 6.982661e+01 3.105700e-09 6.982661e-01 displacement 2.346547e-01 5.104670e-09 2.349969e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.369529e-01 2.000000e-01 gap function : 6.644042e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.46 ===== beginning time step 24 : 0.48 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490809e+04 1.398764e-01 0.000000e+00 energy 6.958651e+01 1.225424e-01 6.958651e-01 displacement 2.339017e-01 2.339017e-01 2.339017e-07 2 Nonlinear solution status: time= 0.48 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490809e+04 6.994101e-07 0.000000e+00 energy 6.958651e+01 4.712709e-07 6.958651e-01 displacement 2.339017e-01 1.022225e-06 2.335120e-07 3 Nonlinear solution status: time= 0.48 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490809e+04 3.044773e-12 0.000000e+00 energy 6.958651e+01 8.485720e-13 6.958651e-01 displacement 2.339017e-01 4.732158e-12 2.335135e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.746369e-01 2.000000e-01 gap function : 8.871685e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.48 ===== beginning time step 25 : 0.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 1.115753e+00 0.000000e+00 energy 6.934162e+01 1.004822e-01 6.934162e-01 displacement 2.331247e-01 2.331247e-01 2.331247e-07 2 Nonlinear solution status: time= 0.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 2.581515e-03 0.000000e+00 energy 6.934162e+01 6.315198e-05 6.934162e-01 displacement 2.331247e-01 5.131818e-04 2.352644e-07 3 Nonlinear solution status: time= 0.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 9.206644e-08 0.000000e+00 energy 6.934162e+01 2.799658e-08 6.934162e-01 displacement 2.331247e-01 2.559525e-08 2.351422e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.096250e-01 2.000000e-01 gap function : 1.113045e-01 *** 4 Nonlinear solution status: time= 0.5 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 3.254529e+00 0.000000e+00 energy 6.934162e+01 6.766697e-01 6.934162e-01 displacement 2.331247e-01 2.389229e-01 9.368110e-07 5 Nonlinear solution status: time= 0.5 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 3.218264e-05 0.000000e+00 energy 6.934162e+01 1.439572e-05 6.934162e-01 displacement 2.331247e-01 1.431776e-05 9.313338e-07 6 Nonlinear solution status: time= 0.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 7.527149e-10 0.000000e+00 energy 6.934162e+01 1.117874e-10 6.934162e-01 displacement 2.331247e-01 1.395008e-10 9.313469e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.918533e-02 2.000000e-01 gap function : 2.770804e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.5 ===== beginning time step 26 : 0.52 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.624057e-01 0.000000e+00 energy 6.879691e+01 1.301971e-01 6.879691e-01 displacement 2.313608e-01 2.313608e-01 2.313608e-07 2 Nonlinear solution status: time= 0.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 9.508158e-07 0.000000e+00 energy 6.879691e+01 5.805021e-07 6.879691e-01 displacement 2.313608e-01 1.146709e-06 2.309594e-07 3 Nonlinear solution status: time= 0.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 4.789700e-12 0.000000e+00 energy 6.879691e+01 1.089001e-12 6.879691e-01 displacement 2.313608e-01 6.047642e-12 2.309612e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.703315e-02 2.000000e-01 gap function : 5.022297e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.52 ===== beginning time step 27 : 0.54 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.701610e-01 0.000000e+00 energy 6.853688e+01 1.326858e-01 6.853688e-01 displacement 2.305611e-01 2.305611e-01 2.305611e-07 2 Nonlinear solution status: time= 0.54 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.045830e-06 0.000000e+00 energy 6.853688e+01 6.194196e-07 6.853688e-01 displacement 2.305611e-01 1.190494e-06 2.301563e-07 3 Nonlinear solution status: time= 0.54 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 5.573690e-12 0.000000e+00 energy 6.853688e+01 1.197767e-12 6.853688e-01 displacement 2.305611e-01 6.551640e-12 2.301582e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.224619e-01 2.000000e-01 gap function : 7.352551e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.54 ===== beginning time step 28 : 0.56 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.782678e-01 0.000000e+00 energy 6.827192e+01 1.352023e-01 6.827192e-01 displacement 2.297550e-01 2.297550e-01 2.297550e-07 2 Nonlinear solution status: time= 0.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.150104e-06 0.000000e+00 energy 6.827192e+01 6.607824e-07 6.827192e-01 displacement 2.297550e-01 1.235935e-06 2.293470e-07 3 Nonlinear solution status: time= 0.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 6.482283e-12 0.000000e+00 energy 6.827192e+01 1.319440e-12 6.827192e-01 displacement 2.297550e-01 7.098870e-12 2.293489e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.556897e-01 2.000000e-01 gap function : 9.726680e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.56 ===== beginning time step 29 : 0.58 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.764193e+00 0.000000e+00 energy 6.800198e+01 1.287254e-01 6.800198e-01 displacement 2.289427e-01 2.289427e-01 2.289427e-07 2 Nonlinear solution status: time= 0.58 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 6.287055e-03 0.000000e+00 energy 6.800198e+01 1.333429e-04 6.800198e-01 displacement 2.289427e-01 8.209850e-04 2.318852e-07 3 Nonlinear solution status: time= 0.58 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.805157e-07 0.000000e+00 energy 6.800198e+01 7.584443e-08 6.800198e-01 displacement 2.289427e-01 5.878662e-08 2.316982e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.868758e-01 2.000000e-01 gap function : 1.213334e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.58 ===== beginning time step 30 : 0.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 1.955545e-01 0.000000e+00 energy 6.772787e+01 1.402702e-01 6.772787e-01 displacement 2.281927e-01 2.281927e-01 2.281927e-07 2 Nonlinear solution status: time= 0.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 1.390051e-06 0.000000e+00 energy 6.772787e+01 7.513269e-07 6.772787e-01 displacement 2.281927e-01 1.334301e-06 2.277800e-07 3 Nonlinear solution status: time= 0.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 8.742225e-12 0.000000e+00 energy 6.772787e+01 1.606964e-12 6.772787e-01 displacement 2.281927e-01 8.329651e-12 2.277821e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.162594e-01 2.000000e-01 gap function : 1.457708e-01 *** 4 Nonlinear solution status: time= 0.6 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 1.901725e+00 0.000000e+00 energy 6.772787e+01 4.920063e-01 6.772787e-01 displacement 2.281927e-01 3.899121e-01 1.199703e-06 5 Nonlinear solution status: time= 0.6 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 7.725712e-04 0.000000e+00 energy 6.772787e+01 9.909578e-05 6.772787e-01 displacement 2.281927e-01 3.836891e-04 1.199721e-06 6 Nonlinear solution status: time= 0.6 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 2.315048e-07 0.000000e+00 energy 6.772787e+01 1.628814e-08 6.772787e-01 displacement 2.281927e-01 2.766342e-08 1.199652e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.411716e-02 2.000000e-01 gap function : 3.874328e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.6 ===== beginning time step 31 : 0.62 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490639e+04 2.200833e-01 0.000000e+00 energy 6.701174e+01 1.468641e-01 6.701174e-01 displacement 2.259600e-01 2.259600e-01 2.259600e-07 2 Nonlinear solution status: time= 0.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490639e+04 1.774971e-06 0.000000e+00 energy 6.701174e+01 8.845868e-07 6.701174e-01 displacement 2.259600e-01 1.457430e-06 2.255403e-07 3 Nonlinear solution status: time= 0.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490639e+04 1.232913e-11 0.000000e+00 energy 6.701174e+01 1.935056e-12 6.701174e-01 displacement 2.259600e-01 1.009209e-11 2.255425e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.638111e-02 2.000000e-01 gap function : 6.339009e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.62 ===== beginning time step 32 : 0.64 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.303773e-01 0.000000e+00 energy 6.671858e+01 1.495055e-01 6.671858e-01 displacement 2.251253e-01 2.251253e-01 2.251253e-07 2 Nonlinear solution status: time= 0.64 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.948732e-06 0.000000e+00 energy 6.671858e+01 9.420295e-07 6.671858e-01 displacement 2.251253e-01 1.512731e-06 2.247036e-07 3 Nonlinear solution status: time= 0.64 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.428975e-11 0.000000e+00 energy 6.671858e+01 2.149386e-12 6.671858e-01 displacement 2.251253e-01 1.093963e-11 2.247060e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.169249e-01 2.000000e-01 gap function : 8.873178e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.64 ===== beginning time step 33 : 0.66 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.411094e-01 0.000000e+00 energy 6.642031e+01 1.521644e-01 6.642031e-01 displacement 2.242872e-01 2.242872e-01 2.242872e-07 2 Nonlinear solution status: time= 0.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.138820e-06 0.000000e+00 energy 6.642031e+01 1.002823e-06 6.642031e-01 displacement 2.242872e-01 1.569991e-06 2.238638e-07 3 Nonlinear solution status: time= 0.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.656008e-11 0.000000e+00 energy 6.642031e+01 2.391190e-12 6.642031e-01 displacement 2.242872e-01 1.186128e-11 2.238663e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.458788e-01 2.000000e-01 gap function : 1.145327e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.66 ===== beginning time step 34 : 0.68 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.522901e-01 0.000000e+00 energy 6.611680e+01 1.548382e-01 6.611680e-01 displacement 2.234461e-01 2.234461e-01 2.234461e-07 2 Nonlinear solution status: time= 0.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.346538e-06 0.000000e+00 energy 6.611680e+01 1.067102e-06 6.611680e-01 displacement 2.234461e-01 1.629255e-06 2.230214e-07 3 Nonlinear solution status: time= 0.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.918063e-11 0.000000e+00 energy 6.611680e+01 2.665280e-12 6.611680e-01 displacement 2.234461e-01 1.286408e-11 2.230239e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.733606e-01 2.000000e-01 gap function : 1.407305e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.68 ===== beginning time step 35 : 0.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.639322e-01 0.000000e+00 energy 6.580800e+01 1.575245e-01 6.580800e-01 displacement 2.226026e-01 2.226026e-01 2.226026e-07 2 Nonlinear solution status: time= 0.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.573364e-06 0.000000e+00 energy 6.580800e+01 1.135009e-06 6.580800e-01 displacement 2.226026e-01 1.690564e-06 2.221769e-07 3 Nonlinear solution status: time= 0.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.220440e-11 0.000000e+00 energy 6.580800e+01 2.976406e-12 6.580800e-01 displacement 2.226026e-01 1.395595e-11 2.221796e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.994768e-01 2.000000e-01 gap function : 1.673044e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 ===== beginning time step 36 : 0.72 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.760476e-01 0.000000e+00 energy 6.549389e+01 1.602210e-01 6.549389e-01 displacement 2.217574e-01 2.217574e-01 2.217574e-07 2 Nonlinear solution status: time= 0.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.820874e-06 0.000000e+00 energy 6.549389e+01 1.206685e-06 6.549389e-01 displacement 2.217574e-01 1.753961e-06 2.213311e-07 3 Nonlinear solution status: time= 0.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.569261e-11 0.000000e+00 energy 6.549389e+01 3.330006e-12 6.549389e-01 displacement 2.217574e-01 1.514570e-11 2.213338e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.243240e-01 2.000000e-01 gap function : 1.942479e-01 *** 4 Nonlinear solution status: time= 0.72 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.930154e+00 0.000000e+00 energy 6.549389e+01 1.372501e+00 6.549389e-01 displacement 2.217574e-01 6.494691e-01 1.607439e-06 5 Nonlinear solution status: time= 0.72 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.338685e-04 0.000000e+00 energy 6.549389e+01 6.872569e-05 6.549389e-01 displacement 2.217574e-01 2.306874e-05 1.601865e-06 6 Nonlinear solution status: time= 0.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.189422e-07 0.000000e+00 energy 6.549389e+01 1.067381e-08 6.549389e-01 displacement 2.217574e-01 3.602627e-09 1.601947e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.139102e-02 2.000000e-01 gap function : 5.694140e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.72 ===== beginning time step 37 : 0.74 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490638e+04 3.167762e-01 0.000000e+00 energy 6.450767e+01 1.685008e-01 6.450767e-01 displacement 2.189028e-01 2.189028e-01 2.189028e-07 2 Nonlinear solution status: time= 0.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490638e+04 3.753823e-06 0.000000e+00 energy 6.450767e+01 1.455500e-06 6.450767e-01 displacement 2.189028e-01 1.943034e-06 2.184742e-07 3 Nonlinear solution status: time= 0.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490638e+04 3.819126e-11 0.000000e+00 energy 6.450767e+01 4.185546e-12 6.450767e-01 displacement 2.189028e-01 1.896229e-11 2.184772e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901882e-02 2.000000e-01 gap function : 8.444652e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.74 ===== beginning time step 38 : 0.76 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.309469e-01 0.000000e+00 energy 6.417181e+01 1.712123e-01 6.417181e-01 displacement 2.180528e-01 2.180528e-01 2.180528e-07 2 Nonlinear solution status: time= 0.76 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.105606e-06 0.000000e+00 energy 6.417181e+01 1.544184e-06 6.417181e-01 displacement 2.180528e-01 2.014839e-06 2.176250e-07 3 Nonlinear solution status: time= 0.76 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.406791e-11 0.000000e+00 energy 6.417181e+01 4.717520e-12 6.417181e-01 displacement 2.180528e-01 2.058271e-11 2.176282e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.154208e-01 2.000000e-01 gap function : 1.126179e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.76 ===== beginning time step 39 : 0.78 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.456485e-01 0.000000e+00 energy 6.383072e+01 1.739200e-01 6.383072e-01 displacement 2.172053e-01 2.172053e-01 2.172053e-07 2 Nonlinear solution status: time= 0.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.488036e-06 0.000000e+00 energy 6.383072e+01 1.637320e-06 6.383072e-01 displacement 2.172053e-01 2.088908e-06 2.167788e-07 3 Nonlinear solution status: time= 0.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.086344e-11 0.000000e+00 energy 6.383072e+01 5.323785e-12 6.383072e-01 displacement 2.172053e-01 2.235339e-11 2.167820e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.406741e-01 2.000000e-01 gap function : 1.412899e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.78 ===== beginning time step 40 : 0.8 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.608867e-01 0.000000e+00 energy 6.348430e+01 1.766202e-01 6.348430e-01 displacement 2.163608e-01 2.163608e-01 2.163608e-07 2 Nonlinear solution status: time= 0.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.903112e-06 0.000000e+00 energy 6.348430e+01 1.735006e-06 6.348430e-01 displacement 2.163608e-01 2.165267e-06 2.159359e-07 3 Nonlinear solution status: time= 0.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.869256e-11 0.000000e+00 energy 6.348430e+01 6.017518e-12 6.348430e-01 displacement 2.163608e-01 2.429066e-11 2.159394e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.648493e-01 2.000000e-01 gap function : 1.704094e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 ===== beginning time step 41 : 0.82 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.766693e-01 0.000000e+00 energy 6.313258e+01 1.793096e-01 6.313258e-01 displacement 2.155202e-01 2.155202e-01 2.155202e-07 2 Nonlinear solution status: time= 0.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.353191e-06 0.000000e+00 energy 6.313258e+01 1.837341e-06 6.313258e-01 displacement 2.155202e-01 2.243942e-06 2.150975e-07 3 Nonlinear solution status: time= 0.82 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.771642e-11 0.000000e+00 energy 6.313258e+01 6.811375e-12 6.313258e-01 displacement 2.155202e-01 2.641327e-11 2.151010e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.880115e-01 2.000000e-01 gap function : 1.999567e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.82 ===== beginning time step 42 : 0.84 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.930030e-01 0.000000e+00 energy 6.277557e+01 1.819845e-01 6.277557e-01 displacement 2.146844e-01 2.146844e-01 2.146844e-07 2 Nonlinear solution status: time= 0.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.840741e-06 0.000000e+00 energy 6.277557e+01 1.944408e-06 6.277557e-01 displacement 2.146844e-01 2.324960e-06 2.142644e-07 3 Nonlinear solution status: time= 0.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.812387e-11 0.000000e+00 energy 6.277557e+01 7.719659e-12 6.277557e-01 displacement 2.146844e-01 2.874260e-11 2.142681e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.102207e-01 2.000000e-01 gap function : 2.299248e-01 *** 4 Nonlinear solution status: time= 0.84 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.772221e+01 0.000000e+00 energy 6.277557e+01 2.668140e+00 6.277557e-01 displacement 2.146844e-01 8.296716e-01 1.853881e-06 5 Nonlinear solution status: time= 0.84 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.414044e-03 0.000000e+00 energy 6.277557e+01 2.753283e-04 6.277557e-01 displacement 2.146844e-01 5.396830e-05 1.844039e-06 6 Nonlinear solution status: time= 0.84 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.655527e-06 0.000000e+00 energy 6.277557e+01 4.653053e-08 6.277557e-01 displacement 2.146844e-01 1.202160e-08 1.844193e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.409903e-02 2.000000e-01 gap function : 7.561160e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.84 ===== beginning time step 43 : 0.86 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490647e+04 4.547168e-01 0.000000e+00 energy 6.151470e+01 1.910615e-01 6.151470e-01 displacement 2.114442e-01 2.114442e-01 2.114442e-07 2 Nonlinear solution status: time= 0.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490647e+04 7.920830e-06 0.000000e+00 energy 6.151470e+01 2.362196e-06 6.151470e-01 displacement 2.114442e-01 2.593190e-06 2.110340e-07 3 Nonlinear solution status: time= 0.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490647e+04 1.190366e-10 0.000000e+00 energy 6.151470e+01 1.011783e-11 6.151470e-01 displacement 2.114442e-01 3.665012e-11 2.110381e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.852523e-02 2.000000e-01 gap function : 1.064146e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.86 ===== beginning time step 44 : 0.88 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.735641e-01 0.000000e+00 energy 6.113440e+01 1.936293e-01 6.113440e-01 displacement 2.106342e-01 2.106342e-01 2.106342e-07 2 Nonlinear solution status: time= 0.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.610633e-06 0.000000e+00 energy 6.113440e+01 2.491626e-06 6.113440e-01 displacement 2.106342e-01 2.684068e-06 2.102290e-07 3 Nonlinear solution status: time= 0.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.369814e-10 0.000000e+00 energy 6.113440e+01 1.155568e-11 6.113440e-01 displacement 2.106342e-01 3.992920e-11 2.102333e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.120238e-01 2.000000e-01 gap function : 1.379296e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.88 ===== beginning time step 45 : 0.9 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.929850e-01 0.000000e+00 energy 6.074933e+01 1.961622e-01 6.074933e-01 displacement 2.098362e-01 2.098362e-01 2.098362e-07 2 Nonlinear solution status: time= 0.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 9.354081e-06 0.000000e+00 energy 6.074933e+01 2.626009e-06 6.074933e-01 displacement 2.098362e-01 2.777380e-06 2.094368e-07 3 Nonlinear solution status: time= 0.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.578534e-10 0.000000e+00 energy 6.074933e+01 1.319508e-11 6.074933e-01 displacement 2.098362e-01 4.355236e-11 2.094412e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.346436e-01 2.000000e-01 gap function : 1.700055e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 ===== beginning time step 46 : 0.92 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.129680e-01 0.000000e+00 energy 6.035931e+01 1.986553e-01 6.035931e-01 displacement 2.090503e-01 2.090503e-01 2.090503e-07 2 Nonlinear solution status: time= 0.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.015331e-05 0.000000e+00 energy 6.035931e+01 2.765269e-06 6.035931e-01 displacement 2.090503e-01 2.873117e-06 2.086572e-07 3 Nonlinear solution status: time= 0.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.820164e-10 0.000000e+00 energy 6.035931e+01 1.507035e-11 6.035931e-01 displacement 2.090503e-01 4.756420e-11 2.086618e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.564303e-01 2.000000e-01 gap function : 2.025873e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.92 ===== beginning time step 47 : 0.94 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.335095e-01 0.000000e+00 energy 5.996443e+01 2.011041e-01 5.996443e-01 displacement 2.082777e-01 2.082777e-01 2.082777e-07 2 Nonlinear solution status: time= 0.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.101151e-05 0.000000e+00 energy 5.996443e+01 2.909329e-06 5.996443e-01 displacement 2.082777e-01 2.971298e-06 2.078916e-07 3 Nonlinear solution status: time= 0.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.100485e-10 0.000000e+00 energy 5.996443e+01 1.721175e-11 5.996443e-01 displacement 2.082777e-01 5.201729e-11 2.078964e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.774264e-01 2.000000e-01 gap function : 2.356527e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.94 ===== beginning time step 48 : 0.96 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.546038e-01 0.000000e+00 energy 5.956478e+01 2.035042e-01 5.956478e-01 displacement 2.075197e-01 2.075197e-01 2.075197e-07 2 Nonlinear solution status: time= 0.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.193194e-05 0.000000e+00 energy 5.956478e+01 3.058079e-06 5.956478e-01 displacement 2.075197e-01 3.071948e-06 2.071413e-07 3 Nonlinear solution status: time= 0.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.426489e-10 0.000000e+00 energy 5.956478e+01 1.965243e-11 5.956478e-01 displacement 2.075197e-01 5.697272e-11 2.071463e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.976715e-01 2.000000e-01 gap function : 2.691921e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.96 ===== beginning time step 49 : 0.98 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.105517e+00 0.000000e+00 energy 5.916046e+01 7.592179e-03 5.916046e-01 displacement 2.067778e-01 2.067778e-01 2.067778e-07 2 Nonlinear solution status: time= 0.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.000599e-01 0.000000e+00 energy 5.916046e+01 9.777316e-04 5.916046e-01 displacement 2.067778e-01 3.980820e-03 2.288053e-07 3 Nonlinear solution status: time= 0.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.693539e-06 0.000000e+00 energy 5.916046e+01 1.870686e-06 5.916046e-01 displacement 2.067778e-01 1.651491e-06 2.276022e-07 4 Nonlinear solution status: time= 0.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.065256e-10 0.000000e+00 energy 5.916046e+01 1.331554e-11 5.916046e-01 displacement 2.067778e-01 7.294470e-11 2.276045e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.171266e-01 2.000000e-01 gap function : 3.030540e-01 *** 5 Nonlinear solution status: time= 0.98 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.135611e+02 0.000000e+00 energy 5.916046e+01 7.190961e+00 5.916046e-01 displacement 2.067778e-01 1.290019e+00 2.524591e-06 6 Nonlinear solution status: time= 0.98 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.091059e-02 0.000000e+00 energy 5.916046e+01 5.504181e-03 5.916046e-01 displacement 2.067778e-01 6.849113e-03 2.596052e-06 7 Nonlinear solution status: time= 0.98 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.150037e-04 0.000000e+00 energy 5.916046e+01 4.422623e-06 5.916046e-01 displacement 2.067778e-01 3.085785e-06 2.596080e-06 8 Nonlinear solution status: time= 0.98 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.828089e-07 0.000000e+00 energy 5.916046e+01 4.327401e-09 5.916046e-01 displacement 2.067778e-01 1.006319e-09 2.596114e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.469003e-02 2.000000e-01 gap function : 1.141335e-01 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.98 ===== beginning time step 50 : 1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.489677e+04 5.556026e+00 0.000000e+00 energy 5.743564e+01 5.628278e-02 5.743564e-01 displacement 2.036392e-01 2.036392e-01 2.036392e-07 2 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.489677e+04 1.718159e-01 0.000000e+00 energy 5.743564e+01 1.839892e-03 5.743564e-01 displacement 2.036392e-01 4.201243e-03 2.251640e-07 3 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.489677e+04 1.213290e-05 0.000000e+00 energy 5.743564e+01 2.486058e-06 5.743564e-01 displacement 2.036392e-01 3.346404e-06 2.237095e-07 4 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.489677e+04 5.107244e-10 0.000000e+00 energy 5.743564e+01 6.215485e-11 5.743564e-01 displacement 2.036392e-01 1.519768e-10 2.237140e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 1 ===== beginning time step 51 : 1.02 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.02 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.107244e-10 1.131762e-23 0.000000e+00 energy 2.062787e-12 3.640400e-21 2.062787e-14 displacement 1.382482e-14 1.382482e-14 1.382482e-20 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.02 ===== beginning time step 52 : 1.04 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169006e-23 9.961484e-24 0.000000e+00 energy 3.099732e-26 1.477397e-26 3.099732e-28 displacement 1.722657e-28 1.722657e-28 1.722657e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.04 ===== beginning time step 53 : 1.06 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036492e-23 1.006691e-23 0.000000e+00 energy 2.984222e-26 1.912293e-26 2.984222e-28 displacement 1.991853e-28 1.991853e-28 1.991853e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.06 ===== beginning time step 54 : 1.08 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.058116e-23 7.243502e-24 0.000000e+00 energy 3.188016e-26 1.478518e-26 3.188016e-28 displacement 1.824759e-28 1.824759e-28 1.824759e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.08 ===== beginning time step 55 : 1.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.318552e-24 8.913295e-24 0.000000e+00 energy 2.524955e-26 1.665791e-26 2.524955e-28 displacement 1.916616e-28 1.916616e-28 1.916616e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.1 ===== beginning time step 56 : 1.12 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.950608e-24 7.745241e-24 0.000000e+00 energy 3.082533e-26 1.693209e-26 3.082533e-28 displacement 2.072712e-28 2.072712e-28 2.072712e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.12 ===== beginning time step 57 : 1.14 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.654078e-24 1.027258e-23 0.000000e+00 energy 2.373306e-26 1.818522e-26 2.373306e-28 displacement 1.565912e-28 1.565912e-28 1.565912e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.14 ===== beginning time step 58 : 1.16 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.030428e-23 8.561127e-24 0.000000e+00 energy 3.091452e-26 1.875986e-26 3.091452e-28 displacement 1.781280e-28 1.781280e-28 1.781280e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.16 ===== beginning time step 59 : 1.18 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.599605e-24 7.549019e-24 0.000000e+00 energy 2.707885e-26 1.227732e-26 2.707885e-28 displacement 1.695746e-28 1.695746e-28 1.695746e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.18 ===== beginning time step 60 : 1.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.686389e-24 1.144960e-23 0.000000e+00 energy 2.487683e-26 1.633199e-26 2.487683e-28 displacement 1.642532e-28 1.642532e-28 1.642532e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.2 ===== beginning time step 61 : 1.22 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.144741e-23 9.048486e-24 0.000000e+00 energy 3.449653e-26 1.995543e-26 3.449653e-28 displacement 1.971871e-28 1.971871e-28 1.971871e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.22 ===== beginning time step 62 : 1.24 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.978951e-24 9.722624e-24 0.000000e+00 energy 2.749071e-26 1.116483e-26 2.749071e-28 displacement 1.839768e-28 1.839768e-28 1.839768e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.24 ===== beginning time step 63 : 1.26 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.656932e-24 1.167828e-23 0.000000e+00 energy 3.071895e-26 2.344366e-26 3.071895e-28 displacement 2.182039e-28 2.182039e-28 2.182039e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.26 ===== beginning time step 64 : 1.28 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174442e-23 8.303406e-24 0.000000e+00 energy 3.453522e-26 1.934602e-26 3.453522e-28 displacement 2.120574e-28 2.120574e-28 2.120574e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.28 ===== beginning time step 65 : 1.3 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.510479e-24 1.026904e-23 0.000000e+00 energy 2.819845e-26 1.592997e-26 2.819845e-28 displacement 1.894582e-28 1.894582e-28 1.894582e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.3 ===== beginning time step 66 : 1.32 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.095304e-23 1.051069e-23 0.000000e+00 energy 3.305539e-26 1.688732e-26 3.305539e-28 displacement 2.205047e-28 2.205047e-28 2.205047e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.32 ===== beginning time step 67 : 1.34 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.049268e-23 1.081006e-23 0.000000e+00 energy 3.074069e-26 1.726607e-26 3.074069e-28 displacement 2.085178e-28 2.085178e-28 2.085178e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.34 ===== beginning time step 68 : 1.36 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059048e-23 7.127416e-24 0.000000e+00 energy 3.160297e-26 1.720587e-26 3.160297e-28 displacement 1.979932e-28 1.979932e-28 1.979932e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.36 ===== beginning time step 69 : 1.38 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.121492e-24 1.142703e-23 0.000000e+00 energy 2.638281e-26 1.436944e-26 2.638281e-28 displacement 1.835213e-28 1.835213e-28 1.835213e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.38 ===== beginning time step 70 : 1.4 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.131901e-23 1.229614e-23 0.000000e+00 energy 2.946812e-26 1.947811e-26 2.946812e-28 displacement 1.492283e-28 1.492283e-28 1.492283e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.4 ===== beginning time step 71 : 1.42 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212992e-23 1.021829e-23 0.000000e+00 energy 3.556440e-26 2.221200e-26 3.556440e-28 displacement 1.892685e-28 1.892685e-28 1.892685e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.42 ===== beginning time step 72 : 1.44 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.018564e-23 8.167162e-24 0.000000e+00 energy 3.242479e-26 1.514042e-26 3.242479e-28 displacement 1.690377e-28 1.690377e-28 1.690377e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.44 ===== beginning time step 73 : 1.46 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.173009e-24 7.554138e-24 0.000000e+00 energy 2.811312e-26 1.308053e-26 2.811312e-28 displacement 2.091793e-28 2.091793e-28 2.091793e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.46 ===== beginning time step 74 : 1.48 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.532413e-24 9.989755e-24 0.000000e+00 energy 2.525714e-26 1.720717e-26 2.525714e-28 displacement 2.050682e-28 2.050682e-28 2.050682e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.48 ===== beginning time step 75 : 1.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.937588e-24 9.834703e-24 0.000000e+00 energy 3.128071e-26 1.773727e-26 3.128071e-28 displacement 2.170712e-28 2.170712e-28 2.170712e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.5 ===== beginning time step 76 : 1.52 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000550e-23 8.516086e-24 0.000000e+00 energy 3.194813e-26 1.720070e-26 3.194813e-28 displacement 2.245471e-28 2.245471e-28 2.245471e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.52 ===== beginning time step 77 : 1.54 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.404809e-24 9.395169e-24 0.000000e+00 energy 2.769751e-26 1.839850e-26 2.769751e-28 displacement 1.915703e-28 1.915703e-28 1.915703e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.54 ===== beginning time step 78 : 1.56 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.472187e-24 9.290330e-24 0.000000e+00 energy 3.283843e-26 2.188503e-26 3.283843e-28 displacement 2.226138e-28 2.226138e-28 2.226138e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.56 ===== beginning time step 79 : 1.58 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390963e-24 8.599962e-24 0.000000e+00 energy 3.383576e-26 1.601656e-26 3.383576e-28 displacement 2.378889e-28 2.378889e-28 2.378889e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.58 ===== beginning time step 80 : 1.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.883074e-24 1.001079e-23 0.000000e+00 energy 2.740494e-26 1.576114e-26 2.740494e-28 displacement 1.806300e-28 1.806300e-28 1.806300e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.6 ===== beginning time step 81 : 1.62 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706169e-24 1.067814e-23 0.000000e+00 energy 2.824853e-26 1.822468e-26 2.824853e-28 displacement 1.654039e-28 1.654039e-28 1.654039e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.62 ===== beginning time step 82 : 1.64 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.068091e-23 7.813625e-24 0.000000e+00 energy 3.143574e-26 1.881678e-26 3.143574e-28 displacement 1.592360e-28 1.592360e-28 1.592360e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.64 ===== beginning time step 83 : 1.66 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.886641e-24 1.247430e-23 0.000000e+00 energy 2.431941e-26 2.051948e-26 2.431941e-28 displacement 1.321590e-28 1.321590e-28 1.321590e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.66 ===== beginning time step 84 : 1.68 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.243246e-23 1.408143e-23 0.000000e+00 energy 3.611154e-26 2.674383e-26 3.611154e-28 displacement 2.093186e-28 2.093186e-28 2.093186e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.68 ===== beginning time step 85 : 1.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395758e-23 1.048182e-23 0.000000e+00 energy 3.705868e-26 1.768646e-26 3.705868e-28 displacement 1.853723e-28 1.853723e-28 1.853723e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.7 ===== beginning time step 86 : 1.72 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043913e-23 9.295738e-24 0.000000e+00 energy 3.032035e-26 1.504038e-26 3.032035e-28 displacement 1.968537e-28 1.968537e-28 1.968537e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.72 ===== beginning time step 87 : 1.74 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.176336e-24 9.879244e-24 0.000000e+00 energy 3.065328e-26 2.084347e-26 3.065328e-28 displacement 2.018525e-28 2.018525e-28 2.018525e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.74 ===== beginning time step 88 : 1.76 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.694729e-24 8.687464e-24 0.000000e+00 energy 3.211331e-26 1.642902e-26 3.211331e-28 displacement 1.863723e-28 1.863723e-28 1.863723e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.76 ===== beginning time step 89 : 1.78 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.277775e-24 1.069649e-23 0.000000e+00 energy 2.661046e-26 1.479117e-26 2.661046e-28 displacement 1.655070e-28 1.655070e-28 1.655070e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.78 ===== beginning time step 90 : 1.8 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.080848e-23 1.036701e-23 0.000000e+00 energy 3.050373e-26 1.629794e-26 3.050373e-28 displacement 1.886560e-28 1.886560e-28 1.886560e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.8 ===== beginning time step 91 : 1.82 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.041952e-23 1.001955e-23 0.000000e+00 energy 2.991629e-26 1.614924e-26 2.991629e-28 displacement 1.664978e-28 1.664978e-28 1.664978e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.82 ===== beginning time step 92 : 1.84 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.987824e-24 9.965119e-24 0.000000e+00 energy 2.797756e-26 1.681712e-26 2.797756e-28 displacement 1.780221e-28 1.780221e-28 1.780221e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.84 ===== beginning time step 93 : 1.86 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.593956e-24 8.824496e-24 0.000000e+00 energy 3.018800e-26 1.676992e-26 3.018800e-28 displacement 2.150326e-28 2.150326e-28 2.150326e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.86 ===== beginning time step 94 : 1.88 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.791631e-24 7.074586e-24 0.000000e+00 energy 2.588243e-26 1.309304e-26 2.588243e-28 displacement 1.502804e-28 1.502804e-28 1.502804e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.88 ===== beginning time step 95 : 1.9 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.851206e-24 8.112977e-24 0.000000e+00 energy 2.359317e-26 1.422078e-26 2.359317e-28 displacement 1.919940e-28 1.919940e-28 1.919940e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.9 ===== beginning time step 96 : 1.92 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.122126e-24 1.038143e-23 0.000000e+00 energy 2.668010e-26 1.693365e-26 2.668010e-28 displacement 1.818258e-28 1.818258e-28 1.818258e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.92 ===== beginning time step 97 : 1.94 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.040651e-23 9.354733e-24 0.000000e+00 energy 3.173398e-26 1.816904e-26 3.173398e-28 displacement 1.917237e-28 1.917237e-28 1.917237e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.94 ===== beginning time step 98 : 1.96 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.348864e-24 1.049928e-23 0.000000e+00 energy 2.716553e-26 2.058076e-26 2.716553e-28 displacement 1.481886e-28 1.481886e-28 1.481886e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.96 ===== beginning time step 99 : 1.98 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.047869e-23 9.905717e-24 0.000000e+00 energy 2.916591e-26 1.982377e-26 2.916591e-28 displacement 1.538778e-28 1.538778e-28 1.538778e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.98 ===== beginning time step 100 : 2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929111e-24 6.829976e-24 0.000000e+00 energy 2.763408e-26 1.189925e-26 2.763408e-28 displacement 1.424777e-28 1.424777e-28 1.424777e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.613595e-02 2.000000e-01 gap function : 1.493605e-01 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 2 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 .................... : 100 Total number of equilibrium iterations ............ : 279 Average number of equilibrium iterations .......... : 2.79 Total number of right hand evaluations ............ : 405 Total number of stiffness reformations ............ : 102 Time in linear solver: 0:00:00 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:00:03 (3 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:00 (0 sec) evaluating stiffness ......... : 0:00:00 (0 sec) evaluating residual .......... : 0:00:01 (1 sec) model update ................. : 0:00:02 (2 sec) time in linear solver ........ : 0:00:00 (0 sec) Total elapsed time .............. : 0:00:03 (3 sec) N O R M A L T E R M I N A T I O N