=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 1 . 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 : /home/doherts/Documents/MULTIS/CMULTIS008_UL/Mid_Res/FeBio_100Pen.feb Plot file : /home/doherts/Documents/MULTIS/CMULTIS008_UL/Mid_Res/FeBio_100Pen.xplt Log file : /home/doherts/Documents/MULTIS/CMULTIS008_UL/Mid_Res/FeBio_100Pen.log MESH INFO =========================================================================== Number of materials ............................ : 3 Number of domains .............................. : 3 Number of nodes ................................ : 98979 Number of solid elements ....................... : 369151 Number of shell elements ....................... : 55380 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Plane strain mode .............................. : no Number of timesteps ............................ : 10 Time step size ................................. : 0.1 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 1e-10 Maximum allowable step size .................. : 0 Number of loadcurves ........................... : 5 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-10 OUTPUT DATA =========================================================================== plot level ................................ : must points only plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) Surface Variables: contact gap (type = float, format = COMP) contact pressure (type = float, format = COMP) contact traction (type = vec3f, format = COMP) MATERIAL DATA =========================================================================== 1 - Probe (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 --------------------------------------------------------------------------- 2 - Bone (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 --------------------------------------------------------------------------- 3 - Flesh (type: Mooney-Rivlin) density ........................................... : 1e-09 k ................................................. : 1.795 laugon ............................................ : 0 atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 c1 ................................................ : 0.0018 c2 ................................................ : 0 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-tension-compression laugon ............................................ : 0 tolerance ......................................... : 0.1 gaptol ............................................ : 0 penalty ........................................... : 100 auto_penalty ...................................... : 1 two_pass .......................................... : 0 knmult ............................................ : 1 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : 1 search_radius ..................................... : 1 seg_up ............................................ : 0 tension ........................................... : 0 minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : 0 LOADCURVE DATA =========================================================================== 1 0 0 1 1 --------------------------------------------------------------------------- 2 0 0.1 0.1 0.1 0.2 0.1 0.3 0.1 0.4 0.1 0.5 0.1 0.6 0.1 0.7 0.1 0.8 0.1 0.9 0.1 1 0.1 --------------------------------------------------------------------------- 3 0 0 1 0 2 1 --------------------------------------------------------------------------- 4 0 0 1 0 1.99 0 2 1 --------------------------------------------------------------------------- 5 0 0.1 0.25 0.1 0.5 0.1 0.75 0.1 1 0.1 1.25 0.1 1.5 0.1 1.75 0.1 2 0.1 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : symmetric ===== beginning time step 1 : 0.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 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 5.809706e-21 1.493618e-20 0.000000e+00 energy 5.498871e-22 2.310847e-22 5.498871e-24 displacement 1.110437e-21 1.110437e-21 1.110437e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 1 Time = 0.1 Data = Fx;Fy;Fz 1 0 0 0 ===== beginning time step 2 : 0.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 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 1.493618e-20 2.623680e-20 0.000000e+00 energy 9.426884e-22 7.394067e-22 9.426884e-24 displacement 9.865497e-22 9.865497e-22 9.865497e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 2 Time = 0.2 Data = Fx;Fy;Fz 1 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 3 : 0.25 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623680e-20 2.631757e-20 0.000000e+00 energy 1.506080e-21 7.913858e-22 1.506080e-23 displacement 1.080818e-21 1.080818e-21 1.080818e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 3 Time = 0.25 Data = Fx;Fy;Fz 1 0 0 0 AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 4 : 0.35 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.631757e-20 2.618522e-20 0.000000e+00 energy 1.521741e-21 7.871547e-22 1.521741e-23 displacement 1.120141e-21 1.120141e-21 1.120141e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 4 Time = 0.35 Data = Fx;Fy;Fz 1 0 0 0 ===== beginning time step 5 : 0.45 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.618522e-20 2.603787e-20 0.000000e+00 energy 1.515482e-21 7.801720e-22 1.515482e-23 displacement 1.145053e-21 1.145053e-21 1.145053e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 5 Time = 0.45 Data = Fx;Fy;Fz 1 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 6 : 0.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 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 2.603787e-20 2.595818e-20 0.000000e+00 energy 1.507562e-21 7.689644e-22 1.507562e-23 displacement 1.177365e-21 1.177365e-21 1.177365e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 6 Time = 0.5 Data = Fx;Fy;Fz 1 0 0 0 AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 7 : 0.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 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 2.595818e-20 2.634650e-20 0.000000e+00 energy 1.505692e-21 7.902913e-22 1.505692e-23 displacement 1.112066e-21 1.112066e-21 1.112066e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 7 Time = 0.6 Data = Fx;Fy;Fz 1 0 0 0 ===== beginning time step 8 : 0.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 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 2.634650e-20 2.608007e-20 0.000000e+00 energy 1.515706e-21 7.782521e-22 1.515706e-23 displacement 1.120312e-21 1.120312e-21 1.120312e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 8 Time = 0.7 Data = Fx;Fy;Fz 1 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 9 : 0.75 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.608007e-20 2.609877e-20 0.000000e+00 energy 1.511450e-21 7.793619e-22 1.511450e-23 displacement 1.116496e-21 1.116496e-21 1.116496e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 9 Time = 0.75 Data = Fx;Fy;Fz 1 0 0 0 AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 10 : 0.85 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.609877e-20 2.619754e-20 0.000000e+00 energy 1.510551e-21 7.746017e-22 1.510551e-23 displacement 1.131374e-21 1.131374e-21 1.131374e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 10 Time = 0.85 Data = Fx;Fy;Fz 1 0 0 0 ===== beginning time step 11 : 0.95 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.619754e-20 2.587335e-20 0.000000e+00 energy 1.511055e-21 7.718972e-22 1.511055e-23 displacement 1.169562e-21 1.169562e-21 1.169562e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 11 Time = 0.95 Data = Fx;Fy;Fz 1 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 12 : 1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 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 2.587335e-20 2.621143e-20 0.000000e+00 energy 1.502566e-21 7.730655e-22 1.502566e-23 displacement 1.174243e-21 1.174243e-21 1.174243e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* convergence summary number of iterations : 1 number of reformations : 1 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 12 Time = 1 Data = Fx;Fy;Fz 1 0 0 0 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 .................... : 12 Total number of equilibrium iterations ............ : 12 Average number of equilibrium iterations .......... : 1 Total number of right hand evaluations ............ : 24 Total number of stiffness reformations ............ : 12 Time in linear solver: 0:01:26 ===== beginning time step 1 : 1.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.621143e-20 7.933001e+02 0.000000e+00 energy 1.523050e-21 2.146367e-12 1.523050e-23 displacement 1.142562e-21 2.856405e-22 2.856405e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244373 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.1 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.05 ===== beginning time step 1 : 1.05 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 1.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.621143e-20 5.875483e+01 0.000000e+00 energy 1.523050e-21 4.087729e-13 1.523050e-23 displacement 1.142562e-21 2.856405e-22 2.856405e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244202 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.05 Retrying time step. Retry attempt 2 of max 20 AUTO STEPPER: retry step, dt = 0.025 ===== beginning time step 1 : 1.025 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244031 1 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.621143e-20 2.407282e+00 0.000000e+00 energy 1.523050e-21 4.872713e-14 1.523050e-23 displacement 1.142562e-21 2.856405e-22 2.856405e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244112 2 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.407282e+00 2.487586e-02 0.000000e+00 energy 4.872713e-14 6.270584e-03 4.872713e-16 displacement 1.142562e-21 1.102352e+01 1.102352e-05 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244094 3 Nonlinear solution status: time= 1.025 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 3.136090e-03 0.000000e+00 energy 6.270584e-03 2.629462e-03 6.270584e-05 displacement 1.142562e-21 8.822281e+00 3.376586e-06 4 Nonlinear solution status: time= 1.025 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 6.907651e-04 0.000000e+00 energy 6.270584e-03 4.849447e-04 6.270584e-05 displacement 1.142562e-21 4.858982e-02 3.726204e-06 5 Nonlinear solution status: time= 1.025 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 6.295969e-04 0.000000e+00 energy 6.270584e-03 2.621189e-04 6.270584e-05 displacement 1.142562e-21 1.253410e-02 4.053479e-06 6 Nonlinear solution status: time= 1.025 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 2.534694e-04 0.000000e+00 energy 6.270584e-03 7.001734e-05 6.270584e-05 displacement 1.142562e-21 1.977445e-02 4.453481e-06 7 Nonlinear solution status: time= 1.025 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 2.225613e-05 0.000000e+00 energy 6.270584e-03 8.825640e-06 6.270584e-05 displacement 1.142562e-21 5.123736e-03 4.600557e-06 8 Nonlinear solution status: time= 1.025 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 1.551870e-07 0.000000e+00 energy 6.270584e-03 2.260573e-07 6.270584e-05 displacement 1.142562e-21 4.746617e-04 4.630780e-06 9 Nonlinear solution status: time= 1.025 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487586e-02 2.366068e-09 0.000000e+00 energy 6.270584e-03 2.540141e-09 6.270584e-05 displacement 1.142562e-21 1.216446e-06 4.627783e-06 convergence summary number of iterations : 9 number of reformations : 3 ------- converged at time : 1.025 Data Record #1 =========================================================================== Step = 1 Time = 1.025 Data = Fx;Fy;Fz 1 0.000437682 -0.0696643 0.00917934 AUTO STEPPER: increasing time step, dt = 0.0290569 ===== beginning time step 2 : 1.05406 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244076 1 Nonlinear solution status: time= 1.05406 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.294804e+00 4.393182e-03 0.000000e+00 energy 1.152586e+00 1.948712e-02 1.152586e-02 displacement 1.759823e+01 1.759823e+01 1.759823e-05 2 Nonlinear solution status: time= 1.05406 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.294804e+00 1.201416e-03 0.000000e+00 energy 1.152586e+00 1.803672e-03 1.152586e-02 displacement 1.759823e+01 1.213015e-01 2.029585e-05 3 Nonlinear solution status: time= 1.05406 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.294804e+00 1.787699e-04 0.000000e+00 energy 1.152586e+00 4.152011e-04 1.152586e-02 displacement 1.759823e+01 3.812904e-02 1.883513e-05 4 Nonlinear solution status: time= 1.05406 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.517287 convergence norms : INITIAL CURRENT REQUIRED residual 2.294804e+00 4.704621e-06 0.000000e+00 energy 1.152586e+00 1.473300e-05 1.152586e-02 displacement 1.759823e+01 4.607093e-03 1.834748e-05 5 Nonlinear solution status: time= 1.05406 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.294804e+00 3.172271e-06 0.000000e+00 energy 1.152586e+00 2.643060e-06 1.152586e-02 displacement 1.759823e+01 3.902213e-04 1.839395e-05 6 Nonlinear solution status: time= 1.05406 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.294804e+00 1.165515e-07 0.000000e+00 energy 1.152586e+00 5.426859e-08 1.152586e-02 displacement 1.759823e+01 1.766341e-05 1.839322e-05 convergence summary number of iterations : 6 number of reformations : 1 ------- converged at time : 1.05406 Data Record #1 =========================================================================== Step = 2 Time = 1.05405694 Data = Fx;Fy;Fz 1 -0.000335831 -0.212678 0.0268281 AUTO STEPPER: increasing time step, dt = 0.0432456 ===== beginning time step 3 : 1.0973 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244094 1 Nonlinear solution status: time= 1.0973 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 3.798845e-02 0.000000e+00 energy 4.700122e+00 7.893692e-02 4.700122e-02 displacement 4.737093e+01 4.737093e+01 4.737093e-05 2 Nonlinear solution status: time= 1.0973 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.597988 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 1.917928e-02 0.000000e+00 energy 4.700122e+00 1.241913e-02 4.700122e-02 displacement 4.737093e+01 6.278534e-01 4.905327e-05 3 Nonlinear solution status: time= 1.0973 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 1.910463e-03 0.000000e+00 energy 4.700122e+00 2.790900e-03 4.700122e-02 displacement 4.737093e+01 2.312705e-01 5.071273e-05 4 Nonlinear solution status: time= 1.0973 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.506221 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 1.709142e-04 0.000000e+00 energy 4.700122e+00 1.223455e-04 4.700122e-02 displacement 4.737093e+01 3.617715e-02 4.981049e-05 5 Nonlinear solution status: time= 1.0973 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 2.268812e-05 0.000000e+00 energy 4.700122e+00 3.528122e-07 4.700122e-02 displacement 4.737093e+01 5.213696e-03 4.910004e-05 6 Nonlinear solution status: time= 1.0973 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 1.528582e-06 0.000000e+00 energy 4.700122e+00 6.308204e-07 4.700122e-02 displacement 4.737093e+01 2.433380e-04 4.914589e-05 7 Nonlinear solution status: time= 1.0973 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265951e+01 2.907458e-07 0.000000e+00 energy 4.700122e+00 6.181793e-08 4.700122e-02 displacement 4.737093e+01 1.109411e-05 4.912069e-05 convergence summary number of iterations : 7 number of reformations : 1 ------- converged at time : 1.0973 Data Record #1 =========================================================================== Step = 3 Time = 1.09730249 Data = Fx;Fy;Fz 1 -0.00497659 -0.459391 0.0591539 AUTO STEPPER: increasing time step, dt = 0.0543256 ===== beginning time step 4 : 1.15163 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244094 1 Nonlinear solution status: time= 1.15163 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.989149e+01 1.000436e+01 0.000000e+00 energy 9.827159e+00 4.788697e+00 9.827159e-02 displacement 8.271008e+01 8.271008e+01 8.271008e-05 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.15163 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.0271628 ===== beginning time step 4 : 1.12447 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244094 1 Nonlinear solution status: time= 1.12447 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 4.083667e-01 0.000000e+00 energy 2.457439e+00 3.711505e-01 2.457439e-02 displacement 2.068656e+01 2.068656e+01 2.068656e-05 2 Nonlinear solution status: time= 1.12447 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.320395 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 9.225165e-01 0.000000e+00 energy 2.457439e+00 6.493113e-01 2.457439e-02 displacement 2.068656e+01 4.068376e+01 1.081784e-04 3 Nonlinear solution status: time= 1.12447 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 1.664610e-01 0.000000e+00 energy 2.457439e+00 8.494607e-02 2.457439e-02 displacement 2.068656e+01 2.626564e+00 8.141001e-05 4 Nonlinear solution status: time= 1.12447 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.411938 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 1.338799e-01 0.000000e+00 energy 2.457439e+00 7.745352e-02 2.457439e-02 displacement 2.068656e+01 5.263986e+00 4.619686e-05 5 Nonlinear solution status: time= 1.12447 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.182305 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 7.421295e-02 0.000000e+00 energy 2.457439e+00 2.067320e-02 2.457439e-02 displacement 2.068656e+01 8.263688e-01 3.507776e-05 6 Nonlinear solution status: time= 1.12447 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.327839 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 3.079132e-02 0.000000e+00 energy 2.457439e+00 1.124329e-02 2.457439e-02 displacement 2.068656e+01 5.971384e-01 3.165669e-05 7 Nonlinear solution status: time= 1.12447 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.277365 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 1.054563e-02 0.000000e+00 energy 2.457439e+00 3.930374e-03 2.457439e-02 displacement 2.068656e+01 1.776837e-01 2.835300e-05 8 Nonlinear solution status: time= 1.12447 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.370429 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 5.854135e-03 0.000000e+00 energy 2.457439e+00 1.405223e-03 2.457439e-02 displacement 2.068656e+01 1.002623e-01 2.753711e-05 9 Nonlinear solution status: time= 1.12447 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.411922 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 2.241914e-03 0.000000e+00 energy 2.457439e+00 2.455752e-04 2.457439e-02 displacement 2.068656e+01 3.021446e-02 2.710274e-05 10 Nonlinear solution status: time= 1.12447 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 7.992892e-04 0.000000e+00 energy 2.457439e+00 2.639137e-04 2.457439e-02 displacement 2.068656e+01 1.873533e-02 2.657400e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244130 11 Nonlinear solution status: time= 1.12447 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 4.385769e-07 0.000000e+00 energy 2.457439e+00 2.982834e-07 2.457439e-02 displacement 2.068656e+01 1.770678e-03 2.666529e-05 12 Nonlinear solution status: time= 1.12447 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 2.430063e-08 0.000000e+00 energy 2.457439e+00 2.820640e-08 2.457439e-02 displacement 2.068656e+01 1.398371e-04 2.660873e-05 13 Nonlinear solution status: time= 1.12447 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.474798e+00 2.550761e-10 0.000000e+00 energy 2.457439e+00 3.252315e-10 2.457439e-02 displacement 2.068656e+01 5.739691e-06 2.659591e-05 convergence summary number of iterations : 13 number of reformations : 2 ------- converged at time : 1.12447 Data Record #1 =========================================================================== Step = 4 Time = 1.12446532 Data = Fx;Fy;Fz 1 -0.00606268 -0.647822 0.0829541 AUTO STEPPER: decreasing time step, dt = 0.0238234 ===== beginning time step 5 : 1.14829 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244130 1 Nonlinear solution status: time= 1.14829 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 5.725175e-02 0.000000e+00 energy 2.938775e+00 1.655586e-01 2.938775e-02 displacement 2.402763e+01 2.402763e+01 2.402763e-05 2 Nonlinear solution status: time= 1.14829 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.610592 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 4.092539e-02 0.000000e+00 energy 2.938775e+00 6.332453e-02 2.938775e-02 displacement 2.402763e+01 4.162987e+00 4.221727e-05 3 Nonlinear solution status: time= 1.14829 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 9.406770e-03 0.000000e+00 energy 2.938775e+00 1.471094e-02 2.938775e-02 displacement 2.402763e+01 6.047068e-01 3.430757e-05 4 Nonlinear solution status: time= 1.14829 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.446239 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 2.511377e-03 0.000000e+00 energy 2.938775e+00 5.086868e-03 2.938775e-02 displacement 2.402763e+01 3.395315e-01 2.999941e-05 5 Nonlinear solution status: time= 1.14829 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.391920 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 6.482594e-04 0.000000e+00 energy 2.938775e+00 5.811448e-04 2.938775e-02 displacement 2.402763e+01 5.282336e-02 2.810314e-05 6 Nonlinear solution status: time= 1.14829 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.408382 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 1.813252e-04 0.000000e+00 energy 2.938775e+00 2.483605e-05 2.938775e-02 displacement 2.402763e+01 1.021886e-02 2.730190e-05 7 Nonlinear solution status: time= 1.14829 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 4.840715e-05 0.000000e+00 energy 2.938775e+00 3.293874e-05 2.938775e-02 displacement 2.402763e+01 7.702753e-04 2.720886e-05 8 Nonlinear solution status: time= 1.14829 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.588766 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 1.817879e-05 0.000000e+00 energy 2.938775e+00 5.475677e-06 2.938775e-02 displacement 2.402763e+01 2.218212e-04 2.716838e-05 9 Nonlinear solution status: time= 1.14829 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 5.801710e-06 0.000000e+00 energy 2.938775e+00 4.260371e-06 2.938775e-02 displacement 2.402763e+01 2.745003e-04 2.720783e-05 10 Nonlinear solution status: time= 1.14829 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 5.138205e-08 0.000000e+00 energy 2.938775e+00 8.484019e-08 2.938775e-02 displacement 2.402763e+01 2.874686e-05 2.720065e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244166 11 Nonlinear solution status: time= 1.14829 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.929078e+00 1.177272e-10 0.000000e+00 energy 2.938775e+00 3.547832e-10 2.938775e-02 displacement 2.402763e+01 8.291951e-07 2.719369e-05 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.14829 Data Record #1 =========================================================================== Step = 5 Time = 1.14828869 Data = Fx;Fy;Fz 1 -0.00822575 -0.84676 0.110201 AUTO STEPPER: decreasing time step, dt = 0.0227147 ===== beginning time step 6 : 1.171 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244166 1 Nonlinear solution status: time= 1.171 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 2.890647e-01 0.000000e+00 energy 4.010191e+00 2.433571e-01 4.010191e-02 displacement 2.622314e+01 2.622314e+01 2.622314e-05 2 Nonlinear solution status: time= 1.171 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.551444 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 5.962767e-01 0.000000e+00 energy 4.010191e+00 5.124619e-01 4.010191e-02 displacement 2.622314e+01 5.467818e+01 1.396819e-04 3 Nonlinear solution status: time= 1.171 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 9.528403e-02 0.000000e+00 energy 4.010191e+00 1.027347e-01 4.010191e-02 displacement 2.622314e+01 5.788452e+00 9.100695e-05 4 Nonlinear solution status: time= 1.171 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.633949 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 7.514197e-02 0.000000e+00 energy 4.010191e+00 1.193039e-02 4.010191e-02 displacement 2.622314e+01 1.057056e+01 4.228169e-05 5 Nonlinear solution status: time= 1.171 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.568293 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 3.226474e-02 0.000000e+00 energy 4.010191e+00 1.088094e-02 4.010191e-02 displacement 2.622314e+01 6.292483e-01 3.587097e-05 6 Nonlinear solution status: time= 1.171 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.219688 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 1.869333e-02 0.000000e+00 energy 4.010191e+00 3.825602e-03 4.010191e-02 displacement 2.622314e+01 1.097177e-01 3.284285e-05 7 Nonlinear solution status: time= 1.171 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.250834 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 1.417501e-02 0.000000e+00 energy 4.010191e+00 1.673520e-03 4.010191e-02 displacement 2.622314e+01 5.404280e-02 3.090152e-05 8 Nonlinear solution status: time= 1.171 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 8.837781e-03 0.000000e+00 energy 4.010191e+00 5.499497e-03 4.010191e-02 displacement 2.622314e+01 8.472947e-02 3.221145e-05 9 Nonlinear solution status: time= 1.171 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 3.924446e-04 0.000000e+00 energy 4.010191e+00 2.313997e-04 4.010191e-02 displacement 2.622314e+01 2.132100e-02 3.199460e-05 10 Nonlinear solution status: time= 1.171 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 1.042947e-04 0.000000e+00 energy 4.010191e+00 9.055030e-05 4.010191e-02 displacement 2.622314e+01 9.833637e-03 3.113427e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244220 11 Nonlinear solution status: time= 1.171 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 1.304146e-06 0.000000e+00 energy 4.010191e+00 2.342464e-06 4.010191e-02 displacement 2.622314e+01 2.856453e-03 3.150037e-05 12 Nonlinear solution status: time= 1.171 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 6.319558e-08 0.000000e+00 energy 4.010191e+00 1.730704e-07 4.010191e-02 displacement 2.622314e+01 1.077097e-04 3.158324e-05 13 Nonlinear solution status: time= 1.171 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389079e+01 9.884779e-10 0.000000e+00 energy 4.010191e+00 2.558722e-09 4.010191e-02 displacement 2.622314e+01 5.010944e-06 3.160056e-05 convergence summary number of iterations : 13 number of reformations : 2 ------- converged at time : 1.171 Data Record #1 =========================================================================== Step = 6 Time = 1.17100338 Data = Fx;Fy;Fz 1 -0.00890139 -1.06693 0.142858 AUTO STEPPER: decreasing time step, dt = 0.0199221 ===== beginning time step 7 : 1.19093 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244202 1 Nonlinear solution status: time= 1.19093 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 7.185508e-01 0.000000e+00 energy 4.104780e+00 3.003125e-01 4.104780e-02 displacement 2.563977e+01 2.563977e+01 2.563977e-05 2 Nonlinear solution status: time= 1.19093 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.363056 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 2.528716e+00 0.000000e+00 energy 4.104780e+00 1.877297e+00 4.104780e-02 displacement 2.563977e+01 3.513684e+02 5.259161e-04 3 Nonlinear solution status: time= 1.19093 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 7.239290e-01 0.000000e+00 energy 4.104780e+00 2.317175e-01 4.104780e-02 displacement 2.563977e+01 1.725111e+01 3.774628e-04 4 Nonlinear solution status: time= 1.19093 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.444527 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 3.234503e-01 0.000000e+00 energy 4.104780e+00 1.899655e-01 4.104780e-02 displacement 2.563977e+01 4.461392e+01 1.654581e-04 5 Nonlinear solution status: time= 1.19093 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.229209 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 1.648470e-01 0.000000e+00 energy 4.104780e+00 4.221571e-02 4.104780e-02 displacement 2.563977e+01 7.650964e+00 1.038475e-04 6 Nonlinear solution status: time= 1.19093 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 3.095395e-01 0.000000e+00 energy 4.104780e+00 7.451445e-02 4.104780e-02 displacement 2.563977e+01 2.097975e+01 3.864337e-05 7 Nonlinear solution status: time= 1.19093 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 3.146365e-02 0.000000e+00 energy 4.104780e+00 1.232166e-03 4.104780e-02 displacement 2.563977e+01 3.173069e-01 3.936315e-05 8 Nonlinear solution status: time= 1.19093 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 1.311361e-02 0.000000e+00 energy 4.104780e+00 4.446527e-03 4.104780e-02 displacement 2.563977e+01 3.615041e-01 3.319381e-05 9 Nonlinear solution status: time= 1.19093 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.205765 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 1.235164e-02 0.000000e+00 energy 4.104780e+00 6.145646e-04 4.104780e-02 displacement 2.563977e+01 1.987768e-02 3.204743e-05 10 Nonlinear solution status: time= 1.19093 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.469238 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 3.846741e-03 0.000000e+00 energy 4.104780e+00 8.420381e-04 4.104780e-02 displacement 2.563977e+01 3.598243e-02 3.297125e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244265 11 Nonlinear solution status: time= 1.19093 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 2.467234e-05 0.000000e+00 energy 4.104780e+00 1.869060e-05 4.104780e-02 displacement 2.563977e+01 1.432166e-02 3.347711e-05 12 Nonlinear solution status: time= 1.19093 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 6.456242e-06 0.000000e+00 energy 4.104780e+00 4.557233e-06 4.104780e-02 displacement 2.563977e+01 5.519790e-04 3.354591e-05 13 Nonlinear solution status: time= 1.19093 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 4.149735e-07 0.000000e+00 energy 4.104780e+00 4.596363e-07 4.104780e-02 displacement 2.563977e+01 4.049916e-05 3.355332e-05 14 Nonlinear solution status: time= 1.19093 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.562637e+01 4.030223e-08 0.000000e+00 energy 4.104780e+00 2.047452e-08 4.104780e-02 displacement 2.563977e+01 2.202755e-05 3.356051e-05 convergence summary number of iterations : 14 number of reformations : 2 ------- converged at time : 1.19093 Data Record #1 =========================================================================== Step = 7 Time = 1.19092549 Data = Fx;Fy;Fz 1 -0.00841592 -1.29543 0.177013 AUTO STEPPER: decreasing time step, dt = 0.0168373 ===== beginning time step 8 : 1.20776 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244265 1 Nonlinear solution status: time= 1.20776 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 8.094134e-02 0.000000e+00 energy 3.946423e+00 1.128294e-01 3.946423e-02 displacement 3.009379e+01 3.009379e+01 3.009379e-05 2 Nonlinear solution status: time= 1.20776 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.603952 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 1.119119e-01 0.000000e+00 energy 3.946423e+00 1.269617e-01 3.946423e-02 displacement 3.009379e+01 1.414457e+01 7.682756e-05 3 Nonlinear solution status: time= 1.20776 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 9.706038e-03 0.000000e+00 energy 3.946423e+00 2.437263e-02 3.946423e-02 displacement 3.009379e+01 1.156466e+00 6.087401e-05 4 Nonlinear solution status: time= 1.20776 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 1.842731e-02 0.000000e+00 energy 3.946423e+00 1.730536e-03 3.946423e-02 displacement 3.009379e+01 4.063178e+00 3.768209e-05 5 Nonlinear solution status: time= 1.20776 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.365475 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 9.346976e-03 0.000000e+00 energy 3.946423e+00 7.456400e-05 3.946423e-02 displacement 3.009379e+01 2.948177e-02 3.772967e-05 6 Nonlinear solution status: time= 1.20776 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 5.425137e-03 0.000000e+00 energy 3.946423e+00 3.274564e-03 3.946423e-02 displacement 3.009379e+01 1.319624e-01 4.072800e-05 7 Nonlinear solution status: time= 1.20776 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 1.795162e-03 0.000000e+00 energy 3.946423e+00 3.190207e-04 3.946423e-02 displacement 3.009379e+01 1.646066e-01 3.701709e-05 8 Nonlinear solution status: time= 1.20776 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.608425 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 5.236043e-04 0.000000e+00 energy 3.946423e+00 1.861180e-04 3.946423e-02 displacement 3.009379e+01 7.296115e-03 3.679799e-05 9 Nonlinear solution status: time= 1.20776 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 4.530044e-04 0.000000e+00 energy 3.946423e+00 2.372700e-04 3.946423e-02 displacement 3.009379e+01 5.120695e-03 3.617194e-05 10 Nonlinear solution status: time= 1.20776 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 1.520814e-04 0.000000e+00 energy 3.946423e+00 1.076934e-04 3.946423e-02 displacement 3.009379e+01 7.916348e-03 3.707835e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244301 11 Nonlinear solution status: time= 1.20776 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 6.514454e-07 0.000000e+00 energy 3.946423e+00 3.075914e-06 3.946423e-02 displacement 3.009379e+01 2.568767e-04 3.699226e-05 12 Nonlinear solution status: time= 1.20776 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.552949e+01 5.419357e-07 0.000000e+00 energy 3.946423e+00 8.568611e-07 3.946423e-02 displacement 3.009379e+01 1.562710e-05 3.701797e-05 convergence summary number of iterations : 12 number of reformations : 2 ------- converged at time : 1.20776 Data Record #1 =========================================================================== Step = 8 Time = 1.20776274 Data = Fx;Fy;Fz 1 -0.00355149 -1.52942 0.208288 AUTO STEPPER: decreasing time step, dt = 0.0153702 ===== beginning time step 9 : 1.22313 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244301 1 Nonlinear solution status: time= 1.22313 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 1.965295e-02 0.000000e+00 energy 4.006511e+00 4.022597e-02 4.006511e-02 displacement 3.117437e+01 3.117437e+01 3.117437e-05 2 Nonlinear solution status: time= 1.22313 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618244 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 1.071121e-02 0.000000e+00 energy 4.006511e+00 2.313248e-02 4.006511e-02 displacement 3.117437e+01 2.279047e+00 4.591724e-05 3 Nonlinear solution status: time= 1.22313 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 3.162463e-03 0.000000e+00 energy 4.006511e+00 5.355778e-03 4.006511e-02 displacement 3.117437e+01 2.463993e-01 4.085120e-05 4 Nonlinear solution status: time= 1.22313 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.395436 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 9.444735e-04 0.000000e+00 energy 4.006511e+00 2.152288e-03 4.006511e-02 displacement 3.117437e+01 1.443775e-01 3.744201e-05 5 Nonlinear solution status: time= 1.22313 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.368133 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 7.712343e-05 0.000000e+00 energy 4.006511e+00 6.879183e-05 4.006511e-02 displacement 3.117437e+01 3.688602e-02 3.569577e-05 6 Nonlinear solution status: time= 1.22313 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 5.632733e-05 0.000000e+00 energy 4.006511e+00 6.008645e-05 4.006511e-02 displacement 3.117437e+01 2.656067e-03 3.534028e-05 7 Nonlinear solution status: time= 1.22313 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 1.337153e-05 0.000000e+00 energy 4.006511e+00 1.165483e-05 4.006511e-02 displacement 3.117437e+01 8.163155e-04 3.557465e-05 8 Nonlinear solution status: time= 1.22313 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 7.338962e-07 0.000000e+00 energy 4.006511e+00 7.821917e-07 4.006511e-02 displacement 3.117437e+01 3.986284e-05 3.554115e-05 9 Nonlinear solution status: time= 1.22313 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681055e+01 1.362885e-08 0.000000e+00 energy 4.006511e+00 1.125034e-08 4.006511e-02 displacement 3.117437e+01 7.707062e-06 3.552784e-05 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.22313 Data Record #1 =========================================================================== Step = 9 Time = 1.22313297 Data = Fx;Fy;Fz 1 0.00153243 -1.76378 0.238329 AUTO STEPPER: increasing time step, dt = 0.0199481 ===== beginning time step 10 : 1.24308 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244328 1 Nonlinear solution status: time= 1.24308 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 1.095972e-02 0.000000e+00 energy 7.878040e+00 3.823932e-02 7.878040e-02 displacement 5.995944e+01 5.995944e+01 5.995944e-05 2 Nonlinear solution status: time= 1.24308 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 1.028760e-02 0.000000e+00 energy 7.878040e+00 1.108571e-02 7.878040e-02 displacement 5.995944e+01 3.986691e-01 6.655060e-05 3 Nonlinear solution status: time= 1.24308 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 1.811452e-03 0.000000e+00 energy 7.878040e+00 2.580852e-03 7.878040e-02 displacement 5.995944e+01 7.639798e-02 6.503344e-05 4 Nonlinear solution status: time= 1.24308 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.491688 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 4.331604e-05 0.000000e+00 energy 7.878040e+00 2.278859e-04 7.878040e-02 displacement 5.995944e+01 2.208353e-02 6.508653e-05 5 Nonlinear solution status: time= 1.24308 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.599568 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 9.630452e-06 0.000000e+00 energy 7.878040e+00 4.210045e-06 7.878040e-02 displacement 5.995944e+01 9.178262e-04 6.512257e-05 6 Nonlinear solution status: time= 1.24308 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.605533 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 2.515797e-06 0.000000e+00 energy 7.878040e+00 9.378379e-07 7.878040e-02 displacement 5.995944e+01 1.556789e-04 6.518569e-05 7 Nonlinear solution status: time= 1.24308 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 1.775400e-06 0.000000e+00 energy 7.878040e+00 8.875918e-07 7.878040e-02 displacement 5.995944e+01 3.139712e-04 6.535405e-05 8 Nonlinear solution status: time= 1.24308 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.558697e+01 1.196751e-07 0.000000e+00 energy 7.878040e+00 6.425004e-08 7.878040e-02 displacement 5.995944e+01 1.718752e-05 6.531458e-05 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 1.24308 Data Record #1 =========================================================================== Step = 10 Time = 1.24308105 Data = Fx;Fy;Fz 1 0.00672948 -2.08872 0.280186 AUTO STEPPER: increasing time step, dt = 0.0293969 MUST POINT CONTROLLER: adjusting time step. dt = 0.00691895 ===== beginning time step 11 : 1.25 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244346 1 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.199916e+00 2.079360e-04 0.000000e+00 energy 1.065669e+00 1.327728e-03 1.065669e-02 displacement 7.836682e+00 7.836682e+00 7.836682e-06 2 Nonlinear solution status: time= 1.25 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.199916e+00 9.245198e-06 0.000000e+00 energy 1.065669e+00 4.872378e-06 1.065669e-02 displacement 7.836682e+00 1.192778e-02 8.209449e-06 3 Nonlinear solution status: time= 1.25 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.199916e+00 3.455999e-06 0.000000e+00 energy 1.065669e+00 3.134737e-06 1.065669e-02 displacement 7.836682e+00 8.241498e-04 8.246726e-06 4 Nonlinear solution status: time= 1.25 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.199916e+00 7.524770e-08 0.000000e+00 energy 1.065669e+00 2.817196e-08 1.065669e-02 displacement 7.836682e+00 7.726887e-05 8.260937e-06 5 Nonlinear solution status: time= 1.25 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.199916e+00 4.639226e-09 0.000000e+00 energy 1.065669e+00 5.959072e-09 1.065669e-02 displacement 7.836682e+00 1.091453e-06 8.259534e-06 convergence summary number of iterations : 5 number of reformations : 1 ------- converged at time : 1.25 Data Record #1 =========================================================================== Step = 11 Time = 1.25 Data = Fx;Fy;Fz 1 0.0081489 -2.20737 0.295554 AUTO STEPPER: increasing time step, dt = 0.0435175 ===== beginning time step 12 : 1.29352 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244346 1 Nonlinear solution status: time= 1.29352 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.245070e+02 2.431222e+01 0.000000e+00 energy 4.428008e+01 3.410483e+00 4.428008e-01 displacement 3.094449e+02 3.094449e+02 3.094449e-04 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.29352 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.0217588 ===== beginning time step 12 : 1.27176 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244346 1 Nonlinear solution status: time= 1.27176 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 6.128418e-01 0.000000e+00 energy 1.107005e+01 1.488733e-01 1.107005e-01 displacement 7.735987e+01 7.735987e+01 7.735987e-05 2 Nonlinear solution status: time= 1.27176 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.401813 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 2.417148e+00 0.000000e+00 energy 1.107005e+01 1.594054e+00 1.107005e-01 displacement 7.735987e+01 2.450052e+02 5.042128e-04 3 Nonlinear solution status: time= 1.27176 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 3.873738e-01 0.000000e+00 energy 1.107005e+01 2.218432e-01 1.107005e-01 displacement 7.735987e+01 1.549017e+01 3.624131e-04 4 Nonlinear solution status: time= 1.27176 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 1.183387e+00 0.000000e+00 energy 1.107005e+01 3.195757e-01 1.107005e-01 displacement 7.735987e+01 1.183456e+02 8.656016e-05 5 Nonlinear solution status: time= 1.27176 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 3.746727e-01 0.000000e+00 energy 1.107005e+01 1.877575e-01 1.107005e-01 displacement 7.735987e+01 7.178903e+00 1.095660e-04 6 Nonlinear solution status: time= 1.27176 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.620391 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 3.393527e-01 0.000000e+00 energy 1.107005e+01 2.319013e-01 1.107005e-01 displacement 7.735987e+01 3.569911e+01 2.343369e-04 7 Nonlinear solution status: time= 1.27176 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 6.767334e-02 0.000000e+00 energy 1.107005e+01 7.665473e-02 1.107005e-01 displacement 7.735987e+01 1.013745e+01 1.538061e-04 8 Nonlinear solution status: time= 1.27176 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.475759 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 1.374913e-02 0.000000e+00 energy 1.107005e+01 1.961551e-02 1.107005e-01 displacement 7.735987e+01 3.202775e+00 1.154902e-04 9 Nonlinear solution status: time= 1.27176 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.402623 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 6.301804e-03 0.000000e+00 energy 1.107005e+01 3.884036e-03 1.107005e-01 displacement 7.735987e+01 2.648081e-01 1.071723e-04 10 Nonlinear solution status: time= 1.27176 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.384667 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 8.405794e-03 0.000000e+00 energy 1.107005e+01 2.899628e-04 1.107005e-01 displacement 7.735987e+01 1.319018e-01 1.012449e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244409 11 Nonlinear solution status: time= 1.27176 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.212460 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 4.914564e-03 0.000000e+00 energy 1.107005e+01 1.484918e-03 1.107005e-01 displacement 7.735987e+01 6.605834e-02 9.820545e-05 12 Nonlinear solution status: time= 1.27176 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.375271 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 1.907139e-03 0.000000e+00 energy 1.107005e+01 2.219894e-04 1.107005e-01 displacement 7.735987e+01 2.055145e-02 9.691913e-05 13 Nonlinear solution status: time= 1.27176 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 5.797292e-04 0.000000e+00 energy 1.107005e+01 6.134545e-04 1.107005e-01 displacement 7.735987e+01 7.937510e-02 1.004114e-04 14 Nonlinear solution status: time= 1.27176 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 1.044245e-05 0.000000e+00 energy 1.107005e+01 2.120872e-05 1.107005e-01 displacement 7.735987e+01 9.159554e-03 9.918947e-05 15 Nonlinear solution status: time= 1.27176 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 1.194860e-06 0.000000e+00 energy 1.107005e+01 3.682046e-07 1.107005e-01 displacement 7.735987e+01 1.421725e-04 9.900897e-05 16 Nonlinear solution status: time= 1.27176 stiffness updates = 5 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.612679e+01 3.374803e-07 0.000000e+00 energy 1.107005e+01 1.983383e-08 1.107005e-01 displacement 7.735987e+01 4.242728e-05 9.894341e-05 convergence summary number of iterations : 16 number of reformations : 2 ------- converged at time : 1.27176 Data Record #1 =========================================================================== Step = 12 Time = 1.27175877 Data = Fx;Fy;Fz 1 0.0174482 -2.63424 0.353111 AUTO STEPPER: decreasing time step, dt = 0.0172018 ===== beginning time step 13 : 1.28896 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244427 1 Nonlinear solution status: time= 1.28896 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 1.541834e-02 0.000000e+00 energy 8.224778e+00 5.627615e-02 8.224778e-02 displacement 7.098466e+01 7.098466e+01 7.098466e-05 2 Nonlinear solution status: time= 1.28896 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 1.554099e-02 0.000000e+00 energy 8.224778e+00 2.172095e-02 8.224778e-02 displacement 7.098466e+01 1.854432e+00 8.918336e-05 3 Nonlinear solution status: time= 1.28896 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 4.064279e-03 0.000000e+00 energy 8.224778e+00 5.605645e-03 8.224778e-02 displacement 7.098466e+01 2.667328e-01 8.347728e-05 4 Nonlinear solution status: time= 1.28896 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.377473 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 4.884692e-04 0.000000e+00 energy 8.224778e+00 1.352280e-03 8.224778e-02 displacement 7.098466e+01 7.691341e-02 8.052629e-05 5 Nonlinear solution status: time= 1.28896 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.416961 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 1.834379e-04 0.000000e+00 energy 8.224778e+00 9.410596e-05 8.224778e-02 displacement 7.098466e+01 7.962983e-03 7.998489e-05 6 Nonlinear solution status: time= 1.28896 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 1.995031e-05 0.000000e+00 energy 8.224778e+00 1.813857e-05 8.224778e-02 displacement 7.098466e+01 7.689493e-03 7.924486e-05 7 Nonlinear solution status: time= 1.28896 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 9.543799e-06 0.000000e+00 energy 8.224778e+00 6.349152e-06 8.224778e-02 displacement 7.098466e+01 1.269357e-03 7.971849e-05 8 Nonlinear solution status: time= 1.28896 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 9.410161e-07 0.000000e+00 energy 8.224778e+00 5.467475e-07 8.224778e-02 displacement 7.098466e+01 1.081653e-04 7.961927e-05 9 Nonlinear solution status: time= 1.28896 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.518384 convergence norms : INITIAL CURRENT REQUIRED residual 4.219912e+01 6.368953e-07 0.000000e+00 energy 8.224778e+00 2.628167e-07 8.224778e-02 displacement 7.098466e+01 1.312772e-05 7.960096e-05 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.28896 Data Record #1 =========================================================================== Step = 13 Time = 1.28896059 Data = Fx;Fy;Fz 1 0.0251296 -3.03326 0.40726 AUTO STEPPER: increasing time step, dt = 0.0216806 ===== beginning time step 14 : 1.31064 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244508 1 Nonlinear solution status: time= 1.31064 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 5.349670e-02 0.000000e+00 energy 1.562046e+01 1.837995e-01 1.562046e-01 displacement 1.251882e+02 1.251882e+02 1.251882e-04 2 Nonlinear solution status: time= 1.31064 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621363 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 5.523443e-02 0.000000e+00 energy 1.562046e+01 8.454176e-02 1.562046e-01 displacement 1.251882e+02 4.294783e+00 1.634035e-04 3 Nonlinear solution status: time= 1.31064 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 6.225174e-03 0.000000e+00 energy 1.562046e+01 1.845185e-02 1.562046e-01 displacement 1.251882e+02 4.379968e-01 1.553762e-04 4 Nonlinear solution status: time= 1.31064 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.513238 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 2.951198e-03 0.000000e+00 energy 1.562046e+01 7.570902e-03 1.562046e-01 displacement 1.251882e+02 4.618656e-01 1.449829e-04 5 Nonlinear solution status: time= 1.31064 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.263820 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 1.397464e-03 0.000000e+00 energy 1.562046e+01 1.991862e-03 1.562046e-01 displacement 1.251882e+02 5.085340e-02 1.413498e-04 6 Nonlinear solution status: time= 1.31064 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.257901 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 4.663922e-04 0.000000e+00 energy 1.562046e+01 1.697935e-04 1.562046e-01 displacement 1.251882e+02 1.994409e-02 1.392873e-04 7 Nonlinear solution status: time= 1.31064 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.588797 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 1.080085e-04 0.000000e+00 energy 1.562046e+01 5.631058e-05 1.562046e-01 displacement 1.251882e+02 1.484899e-03 1.389463e-04 8 Nonlinear solution status: time= 1.31064 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.598779 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 2.730705e-05 0.000000e+00 energy 1.562046e+01 1.354769e-05 1.562046e-01 displacement 1.251882e+02 3.395070e-04 1.390012e-04 9 Nonlinear solution status: time= 1.31064 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 9.630144e-06 0.000000e+00 energy 1.562046e+01 7.623893e-06 1.562046e-01 displacement 1.251882e+02 2.339609e-04 1.390222e-04 10 Nonlinear solution status: time= 1.31064 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.107180e+01 1.894972e-06 0.000000e+00 energy 1.562046e+01 1.487385e-06 1.562046e-01 displacement 1.251882e+02 6.073284e-05 1.388935e-04 convergence summary number of iterations : 10 number of reformations : 1 ------- converged at time : 1.31064 Data Record #1 =========================================================================== Step = 14 Time = 1.31064117 Data = Fx;Fy;Fz 1 0.0292467 -3.5904 0.487976 ===== beginning time step 15 : 1.33232 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244571 1 Nonlinear solution status: time= 1.33232 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 1.431150e-02 0.000000e+00 energy 1.855494e+01 2.050382e-02 1.855494e-01 displacement 1.356140e+02 1.356140e+02 1.356140e-04 2 Nonlinear solution status: time= 1.33232 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 1.945780e-03 0.000000e+00 energy 1.855494e+01 3.278909e-04 1.855494e-01 displacement 1.356140e+02 6.470270e-01 1.473797e-04 3 Nonlinear solution status: time= 1.33232 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 8.050843e-04 0.000000e+00 energy 1.855494e+01 7.466469e-05 1.855494e-01 displacement 1.356140e+02 2.631073e-01 1.501308e-04 4 Nonlinear solution status: time= 1.33232 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 1.060869e-04 0.000000e+00 energy 1.855494e+01 1.256452e-05 1.855494e-01 displacement 1.356140e+02 7.886697e-02 1.494146e-04 5 Nonlinear solution status: time= 1.33232 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 9.517061e-05 0.000000e+00 energy 1.855494e+01 5.938785e-05 1.855494e-01 displacement 1.356140e+02 9.324067e-03 1.493170e-04 6 Nonlinear solution status: time= 1.33232 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 3.087425e-06 0.000000e+00 energy 1.855494e+01 1.743813e-06 1.855494e-01 displacement 1.356140e+02 6.698106e-04 1.490356e-04 7 Nonlinear solution status: time= 1.33232 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 1.715222e-06 0.000000e+00 energy 1.855494e+01 1.460980e-06 1.855494e-01 displacement 1.356140e+02 2.728802e-04 1.487826e-04 8 Nonlinear solution status: time= 1.33232 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.650218e+01 6.365104e-08 0.000000e+00 energy 1.855494e+01 1.525808e-08 1.855494e-01 displacement 1.356140e+02 8.239028e-06 1.487768e-04 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 1.33232 Data Record #1 =========================================================================== Step = 15 Time = 1.33232175 Data = Fx;Fy;Fz 1 0.0333198 -4.1717 0.583679 AUTO STEPPER: increasing time step, dt = 0.0309249 ===== beginning time step 16 : 1.36325 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244589 1 Nonlinear solution status: time= 1.36325 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 8.745817e-02 0.000000e+00 energy 4.178149e+01 2.527403e-01 4.178149e-01 displacement 2.949838e+02 2.949838e+02 2.949838e-04 2 Nonlinear solution status: time= 1.36325 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.612630 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 5.928940e-02 0.000000e+00 energy 4.178149e+01 8.138492e-02 4.178149e-01 displacement 2.949838e+02 1.064218e+01 3.974494e-04 3 Nonlinear solution status: time= 1.36325 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 9.960426e-03 0.000000e+00 energy 4.178149e+01 1.999472e-02 4.178149e-01 displacement 2.949838e+02 9.490209e-01 3.784353e-04 4 Nonlinear solution status: time= 1.36325 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.464582 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 3.664186e-03 0.000000e+00 energy 4.178149e+01 8.049649e-03 4.178149e-01 displacement 2.949838e+02 1.061305e+00 3.529332e-04 5 Nonlinear solution status: time= 1.36325 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.310985 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 1.357416e-03 0.000000e+00 energy 4.178149e+01 1.853313e-03 4.178149e-01 displacement 2.949838e+02 1.811629e-01 3.440118e-04 6 Nonlinear solution status: time= 1.36325 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.338023 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 5.957070e-04 0.000000e+00 energy 4.178149e+01 2.127084e-04 4.178149e-01 displacement 2.949838e+02 9.270026e-02 3.376696e-04 7 Nonlinear solution status: time= 1.36325 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.416016 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 3.850772e-04 0.000000e+00 energy 4.178149e+01 1.102644e-04 4.178149e-01 displacement 2.949838e+02 1.687783e-02 3.371816e-04 8 Nonlinear solution status: time= 1.36325 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 1.775342e-04 0.000000e+00 energy 4.178149e+01 6.967952e-05 4.178149e-01 displacement 2.949838e+02 2.980558e-02 3.378259e-04 9 Nonlinear solution status: time= 1.36325 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 2.592653e-04 0.000000e+00 energy 4.178149e+01 8.866317e-05 4.178149e-01 displacement 2.949838e+02 1.971329e-02 3.368081e-04 10 Nonlinear solution status: time= 1.36325 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 5.280872e-05 0.000000e+00 energy 4.178149e+01 3.234047e-05 4.178149e-01 displacement 2.949838e+02 3.568086e-03 3.363366e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244634 11 Nonlinear solution status: time= 1.36325 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.212129e+02 1.952257e-08 0.000000e+00 energy 4.178149e+01 1.322980e-07 4.178149e-01 displacement 2.949838e+02 2.192101e-04 3.365856e-04 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.36325 Data Record #1 =========================================================================== Step = 16 Time = 1.36324669 Data = Fx;Fy;Fz 1 0.0321638 -5.06282 0.738152 AUTO STEPPER: decreasing time step, dt = 0.0294858 ===== beginning time step 17 : 1.39273 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244634 1 Nonlinear solution status: time= 1.39273 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 8.288616e-02 0.000000e+00 energy 4.434537e+01 2.936750e-01 4.434537e-01 displacement 3.113806e+02 3.113806e+02 3.113806e-04 2 Nonlinear solution status: time= 1.39273 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 1.101702e-01 0.000000e+00 energy 4.434537e+01 7.811740e-02 4.434537e-01 displacement 3.113806e+02 4.040990e+00 3.341499e-04 3 Nonlinear solution status: time= 1.39273 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 1.485139e-02 0.000000e+00 energy 4.434537e+01 1.927729e-02 4.434537e-01 displacement 3.113806e+02 1.161210e+00 3.375074e-04 4 Nonlinear solution status: time= 1.39273 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.497091 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 5.347155e-03 0.000000e+00 energy 4.434537e+01 5.423209e-03 4.434537e-01 displacement 3.113806e+02 4.575045e-01 3.342956e-04 5 Nonlinear solution status: time= 1.39273 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.357396 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 3.861341e-03 0.000000e+00 energy 4.434537e+01 9.584635e-04 4.434537e-01 displacement 3.113806e+02 2.037915e-01 3.331454e-04 6 Nonlinear solution status: time= 1.39273 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 1.922709e-03 0.000000e+00 energy 4.434537e+01 8.047682e-05 4.434537e-01 displacement 3.113806e+02 3.759715e-01 3.327710e-04 7 Nonlinear solution status: time= 1.39273 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 1.644162e-03 0.000000e+00 energy 4.434537e+01 1.665889e-04 4.434537e-01 displacement 3.113806e+02 5.154511e-01 3.336288e-04 8 Nonlinear solution status: time= 1.39273 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 7.345835e-04 0.000000e+00 energy 4.434537e+01 3.162093e-04 4.434537e-01 displacement 3.113806e+02 4.933356e-01 3.296504e-04 9 Nonlinear solution status: time= 1.39273 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 3.625405e-04 0.000000e+00 energy 4.434537e+01 2.250719e-04 4.434537e-01 displacement 3.113806e+02 9.937414e-03 3.310825e-04 10 Nonlinear solution status: time= 1.39273 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 8.208003e-05 0.000000e+00 energy 4.434537e+01 3.949471e-05 4.434537e-01 displacement 3.113806e+02 1.712661e-02 3.317494e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244688 11 Nonlinear solution status: time= 1.39273 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 2.229404e-05 0.000000e+00 energy 4.434537e+01 2.970473e-05 4.434537e-01 displacement 3.113806e+02 1.097955e-03 3.312310e-04 12 Nonlinear solution status: time= 1.39273 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409781e+02 2.348054e-06 0.000000e+00 energy 4.434537e+01 2.930522e-06 4.434537e-01 displacement 3.113806e+02 1.191172e-04 3.313221e-04 convergence summary number of iterations : 12 number of reformations : 2 ------- converged at time : 1.39273 Data Record #1 =========================================================================== Step = 17 Time = 1.39273246 Data = Fx;Fy;Fz 1 0.0241336 -5.9592 0.946688 AUTO STEPPER: decreasing time step, dt = 0.0269167 ===== beginning time step 18 : 1.41965 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244688 1 Nonlinear solution status: time= 1.41965 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 8.512648e-02 0.000000e+00 energy 4.472088e+01 5.775246e-02 4.472088e-01 displacement 2.715113e+02 2.715113e+02 2.715113e-04 2 Nonlinear solution status: time= 1.41965 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 3.300903e-02 0.000000e+00 energy 4.472088e+01 2.599792e-03 4.472088e-01 displacement 2.715113e+02 4.197650e+00 3.091815e-04 3 Nonlinear solution status: time= 1.41965 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 1.593980e-02 0.000000e+00 energy 4.472088e+01 8.898965e-03 4.472088e-01 displacement 2.715113e+02 5.265717e+00 3.458687e-04 4 Nonlinear solution status: time= 1.41965 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 3.240964e-02 0.000000e+00 energy 4.472088e+01 6.600319e-03 4.472088e-01 displacement 2.715113e+02 1.002770e+01 3.707200e-04 5 Nonlinear solution status: time= 1.41965 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 6.750423e-03 0.000000e+00 energy 4.472088e+01 1.366151e-04 4.472088e-01 displacement 2.715113e+02 8.564284e-01 3.739358e-04 6 Nonlinear solution status: time= 1.41965 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 1.866584e-03 0.000000e+00 energy 4.472088e+01 1.847910e-04 4.472088e-01 displacement 2.715113e+02 4.691364e-01 3.770239e-04 7 Nonlinear solution status: time= 1.41965 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 7.936104e-04 0.000000e+00 energy 4.472088e+01 4.524096e-05 4.472088e-01 displacement 2.715113e+02 5.932375e-01 3.814682e-04 8 Nonlinear solution status: time= 1.41965 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 2.271078e-04 0.000000e+00 energy 4.472088e+01 6.113379e-05 4.472088e-01 displacement 2.715113e+02 8.998498e-02 3.822547e-04 9 Nonlinear solution status: time= 1.41965 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 9.687701e-05 0.000000e+00 energy 4.472088e+01 3.105690e-05 4.472088e-01 displacement 2.715113e+02 3.750381e-02 3.812779e-04 10 Nonlinear solution status: time= 1.41965 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 1.672762e-05 0.000000e+00 energy 4.472088e+01 5.349070e-06 4.472088e-01 displacement 2.715113e+02 1.361668e-02 3.811840e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244715 11 Nonlinear solution status: time= 1.41965 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 6.221326e-07 0.000000e+00 energy 4.472088e+01 9.354023e-08 4.472088e-01 displacement 2.715113e+02 4.084043e-04 3.810938e-04 12 Nonlinear solution status: time= 1.41965 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.727513e+02 1.530243e-07 0.000000e+00 energy 4.472088e+01 9.038351e-08 4.472088e-01 displacement 2.715113e+02 4.552889e-05 3.810525e-04 convergence summary number of iterations : 12 number of reformations : 2 ------- converged at time : 1.41965 Data Record #1 =========================================================================== Step = 18 Time = 1.41964916 Data = Fx;Fy;Fz 1 0.0366331 -6.76555 1.24627 AUTO STEPPER: decreasing time step, dt = 0.0245715 ===== beginning time step 19 : 1.44422 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244715 1 Nonlinear solution status: time= 1.44422 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 6.127537e-02 0.000000e+00 energy 4.143226e+01 2.221205e-01 4.143226e-01 displacement 2.364576e+02 2.364576e+02 2.364576e-04 2 Nonlinear solution status: time= 1.44422 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 1.013712e-02 0.000000e+00 energy 4.143226e+01 3.436539e-03 4.143226e-01 displacement 2.364576e+02 4.215111e+00 2.729160e-04 3 Nonlinear solution status: time= 1.44422 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 7.311736e-03 0.000000e+00 energy 4.143226e+01 6.016664e-04 4.143226e-01 displacement 2.364576e+02 4.688398e+00 3.117771e-04 4 Nonlinear solution status: time= 1.44422 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 7.917692e-04 0.000000e+00 energy 4.143226e+01 2.665335e-04 4.143226e-01 displacement 2.364576e+02 2.135484e-01 3.181595e-04 5 Nonlinear solution status: time= 1.44422 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 4.819794e-04 0.000000e+00 energy 4.143226e+01 1.393310e-04 4.143226e-01 displacement 2.364576e+02 3.326644e-02 3.143835e-04 6 Nonlinear solution status: time= 1.44422 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 1.629279e-04 0.000000e+00 energy 4.143226e+01 8.399307e-05 4.143226e-01 displacement 2.364576e+02 3.345654e-02 3.106436e-04 7 Nonlinear solution status: time= 1.44422 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 8.284436e-05 0.000000e+00 energy 4.143226e+01 1.536647e-05 4.143226e-01 displacement 2.364576e+02 9.272197e-03 3.122107e-04 8 Nonlinear solution status: time= 1.44422 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 4.570213e-05 0.000000e+00 energy 4.143226e+01 2.802153e-05 4.143226e-01 displacement 2.364576e+02 1.678362e-02 3.151423e-04 9 Nonlinear solution status: time= 1.44422 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 6.647296e-06 0.000000e+00 energy 4.143226e+01 2.597777e-06 4.143226e-01 displacement 2.364576e+02 5.287154e-03 3.135674e-04 10 Nonlinear solution status: time= 1.44422 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 2.668302e-06 0.000000e+00 energy 4.143226e+01 2.979031e-06 4.143226e-01 displacement 2.364576e+02 1.871954e-03 3.127368e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 11 Nonlinear solution status: time= 1.44422 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712253e+02 1.160422e-06 0.000000e+00 energy 4.143226e+01 2.889307e-07 4.143226e-01 displacement 2.364576e+02 1.614744e-04 3.129479e-04 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.44422 Data Record #1 =========================================================================== Step = 19 Time = 1.44422064 Data = Fx;Fy;Fz 1 0.0512806 -7.5991 1.4425 AUTO STEPPER: decreasing time step, dt = 0.023428 ===== beginning time step 20 : 1.46765 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 1 Nonlinear solution status: time= 1.46765 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 5.470430e-02 0.000000e+00 energy 4.143335e+01 2.186366e-01 4.143335e-01 displacement 2.266324e+02 2.266324e+02 2.266324e-04 2 Nonlinear solution status: time= 1.46765 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 6.967612e-03 0.000000e+00 energy 4.143335e+01 2.684650e-03 4.143335e-01 displacement 2.266324e+02 3.983754e+00 2.679704e-04 3 Nonlinear solution status: time= 1.46765 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 3.557262e-03 0.000000e+00 energy 4.143335e+01 1.510170e-03 4.143335e-01 displacement 2.266324e+02 1.688221e+00 2.971860e-04 4 Nonlinear solution status: time= 1.46765 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 2.586893e-04 0.000000e+00 energy 4.143335e+01 1.519631e-04 4.143335e-01 displacement 2.266324e+02 1.383639e-02 2.960318e-04 5 Nonlinear solution status: time= 1.46765 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 1.336709e-04 0.000000e+00 energy 4.143335e+01 7.129937e-05 4.143335e-01 displacement 2.266324e+02 4.064511e-03 2.963749e-04 6 Nonlinear solution status: time= 1.46765 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 2.253639e-05 0.000000e+00 energy 4.143335e+01 6.505658e-06 4.143335e-01 displacement 2.266324e+02 2.820478e-03 2.973953e-04 7 Nonlinear solution status: time= 1.46765 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 8.714880e-06 0.000000e+00 energy 4.143335e+01 5.088555e-06 4.143335e-01 displacement 2.266324e+02 2.087055e-03 2.984697e-04 8 Nonlinear solution status: time= 1.46765 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840134e+02 7.207941e-07 0.000000e+00 energy 4.143335e+01 3.936421e-07 4.143335e-01 displacement 2.266324e+02 2.040236e-04 2.981164e-04 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 1.46765 Data Record #1 =========================================================================== Step = 20 Time = 1.46764862 Data = Fx;Fy;Fz 1 0.0603107 -8.47156 1.58223 AUTO STEPPER: increasing time step, dt = 0.0324661 MUST POINT CONTROLLER: adjusting time step. dt = 0.0323514 ===== beginning time step 21 : 1.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244769 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 5.434818e+02 1.180731e-01 0.000000e+00 energy 8.001223e+01 2.826964e-01 8.001223e-01 displacement 4.791605e+02 4.791605e+02 4.791605e-04 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 6.541092e-02 0.000000e+00 energy 8.001223e+01 4.795393e-02 8.001223e-01 displacement 4.791605e+02 3.833595e+00 5.167148e-04 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 9.671814e-03 0.000000e+00 energy 8.001223e+01 1.097769e-02 8.001223e-01 displacement 4.791605e+02 1.823297e+00 5.421575e-04 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.512022 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 1.398194e-03 0.000000e+00 energy 8.001223e+01 1.817587e-03 8.001223e-01 displacement 4.791605e+02 1.902293e-01 5.468995e-04 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.429511 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 4.590642e-04 0.000000e+00 energy 8.001223e+01 4.007181e-04 8.001223e-01 displacement 4.791605e+02 5.254436e-02 5.513700e-04 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.401845 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 3.914658e-04 0.000000e+00 energy 8.001223e+01 7.780657e-05 8.001223e-01 displacement 4.791605e+02 2.602614e-02 5.555044e-04 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 4.601243e-05 0.000000e+00 energy 8.001223e+01 5.448326e-06 8.001223e-01 displacement 4.791605e+02 1.821190e-02 5.594800e-04 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 2.723430e-05 0.000000e+00 energy 8.001223e+01 4.525909e-07 8.001223e-01 displacement 4.791605e+02 1.273379e-02 5.631210e-04 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 7.969525e-06 0.000000e+00 energy 8.001223e+01 3.475429e-06 8.001223e-01 displacement 4.791605e+02 5.279282e-03 5.655219e-04 10 Nonlinear solution status: time= 1.5 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.434818e+02 1.157212e-06 0.000000e+00 energy 8.001223e+01 3.299221e-07 8.001223e-01 displacement 4.791605e+02 4.070771e-04 5.648795e-04 convergence summary number of iterations : 10 number of reformations : 1 ------- converged at time : 1.5 Data Record #1 =========================================================================== Step = 21 Time = 1.5 Data = Fx;Fy;Fz 1 0.059867 -9.77441 1.75668 AUTO STEPPER: increasing time step, dt = 0.0324661 ===== beginning time step 22 : 1.53247 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244832 1 Nonlinear solution status: time= 1.53247 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 1.211249e-01 0.000000e+00 energy 8.483589e+01 1.626168e-01 8.483589e-01 displacement 5.021085e+02 5.021085e+02 5.021085e-04 2 Nonlinear solution status: time= 1.53247 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 1.395233e-02 0.000000e+00 energy 8.483589e+01 4.569071e-04 8.483589e-01 displacement 5.021085e+02 5.614353e+00 5.781464e-04 3 Nonlinear solution status: time= 1.53247 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 5.744223e-03 0.000000e+00 energy 8.483589e+01 1.956178e-03 8.483589e-01 displacement 5.021085e+02 3.575154e-01 5.952838e-04 4 Nonlinear solution status: time= 1.53247 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 1.095493e-03 0.000000e+00 energy 8.483589e+01 7.089157e-05 8.483589e-01 displacement 5.021085e+02 1.283718e-01 6.035068e-04 5 Nonlinear solution status: time= 1.53247 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 2.992365e-04 0.000000e+00 energy 8.483589e+01 4.517975e-05 8.483589e-01 displacement 5.021085e+02 7.578548e-02 6.109951e-04 6 Nonlinear solution status: time= 1.53247 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 7.636752e-05 0.000000e+00 energy 8.483589e+01 1.027921e-05 8.483589e-01 displacement 5.021085e+02 2.067187e-02 6.155007e-04 7 Nonlinear solution status: time= 1.53247 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 4.307393e-05 0.000000e+00 energy 8.483589e+01 1.977143e-05 8.483589e-01 displacement 5.021085e+02 1.994726e-02 6.205294e-04 8 Nonlinear solution status: time= 1.53247 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823189e+02 6.020781e-06 0.000000e+00 energy 8.483589e+01 1.132752e-06 8.483589e-01 displacement 5.021085e+02 3.758489e-04 6.200554e-04 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 1.53247 Data Record #1 =========================================================================== Step = 22 Time = 1.53246608 Data = Fx;Fy;Fz 1 0.050956 -11.2195 1.91675 AUTO STEPPER: increasing time step, dt = 0.0404374 ===== beginning time step 23 : 1.5729 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244850 1 Nonlinear solution status: time= 1.5729 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 3.508342e-01 0.000000e+00 energy 1.383968e+02 2.695528e-01 1.383968e+00 displacement 8.506795e+02 8.506795e+02 8.506795e-04 2 Nonlinear solution status: time= 1.5729 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 9.819152e-02 0.000000e+00 energy 1.383968e+02 3.548398e-02 1.383968e+00 displacement 8.506795e+02 2.982686e+00 8.896015e-04 3 Nonlinear solution status: time= 1.5729 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 2.849489e-02 0.000000e+00 energy 1.383968e+02 3.212399e-04 1.383968e+00 displacement 8.506795e+02 8.510796e+00 1.009604e-03 4 Nonlinear solution status: time= 1.5729 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 3.810773e-02 0.000000e+00 energy 1.383968e+02 7.178073e-03 1.383968e+00 displacement 8.506795e+02 1.205328e+00 1.040858e-03 5 Nonlinear solution status: time= 1.5729 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 1.227262e-02 0.000000e+00 energy 1.383968e+02 2.826545e-03 1.383968e+00 displacement 8.506795e+02 3.243827e-01 1.047749e-03 6 Nonlinear solution status: time= 1.5729 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 4.075810e-03 0.000000e+00 energy 1.383968e+02 3.208151e-04 1.383968e+00 displacement 8.506795e+02 9.341885e-01 1.096448e-03 7 Nonlinear solution status: time= 1.5729 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 1.963796e-03 0.000000e+00 energy 1.383968e+02 1.206890e-04 1.383968e+00 displacement 8.506795e+02 8.865611e-01 1.140484e-03 8 Nonlinear solution status: time= 1.5729 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 1.248357e-03 0.000000e+00 energy 1.383968e+02 1.545106e-05 1.383968e+00 displacement 8.506795e+02 9.507308e-01 1.188408e-03 9 Nonlinear solution status: time= 1.5729 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 3.591342e-04 0.000000e+00 energy 1.383968e+02 7.389359e-05 1.383968e+00 displacement 8.506795e+02 2.516485e-01 1.210091e-03 10 Nonlinear solution status: time= 1.5729 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 8.144361e-05 0.000000e+00 energy 1.383968e+02 1.524269e-05 1.383968e+00 displacement 8.506795e+02 2.207545e-03 1.209778e-03 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244913 11 Nonlinear solution status: time= 1.5729 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.942432e+02 1.483409e-06 0.000000e+00 energy 1.383968e+02 1.375658e-07 1.383968e+00 displacement 8.506795e+02 8.026345e-04 1.208934e-03 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.5729 Data Record #1 =========================================================================== Step = 23 Time = 1.57290346 Data = Fx;Fy;Fz 1 0.0724556 -13.1666 2.11426 AUTO STEPPER: decreasing time step, dt = 0.0385555 ===== beginning time step 24 : 1.61146 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244913 1 Nonlinear solution status: time= 1.61146 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 2.799008e-01 0.000000e+00 energy 1.357581e+02 3.368426e-01 1.357581e+00 displacement 8.324032e+02 8.324032e+02 8.324032e-04 2 Nonlinear solution status: time= 1.61146 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 3.110076e-02 0.000000e+00 energy 1.357581e+02 5.727139e-03 1.357581e+00 displacement 8.324032e+02 5.006753e+00 9.121681e-04 3 Nonlinear solution status: time= 1.61146 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 1.722711e-02 0.000000e+00 energy 1.357581e+02 3.971455e-03 1.357581e+00 displacement 8.324032e+02 1.155640e+00 9.451181e-04 4 Nonlinear solution status: time= 1.61146 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 1.537556e-02 0.000000e+00 energy 1.357581e+02 1.675333e-03 1.357581e+00 displacement 8.324032e+02 3.556256e+00 1.018589e-03 5 Nonlinear solution status: time= 1.61146 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 2.286160e-02 0.000000e+00 energy 1.357581e+02 1.643131e-03 1.357581e+00 displacement 8.324032e+02 3.789642e+00 1.095895e-03 6 Nonlinear solution status: time= 1.61146 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 1.056187e-02 0.000000e+00 energy 1.357581e+02 1.049946e-04 1.357581e+00 displacement 8.324032e+02 2.322736e+00 1.164715e-03 7 Nonlinear solution status: time= 1.61146 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 2.753682e-03 0.000000e+00 energy 1.357581e+02 2.662778e-04 1.357581e+00 displacement 8.324032e+02 3.591528e-01 1.195329e-03 8 Nonlinear solution status: time= 1.61146 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 1.408171e-03 0.000000e+00 energy 1.357581e+02 1.159298e-04 1.357581e+00 displacement 8.324032e+02 1.711510e-01 1.179349e-03 9 Nonlinear solution status: time= 1.61146 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 4.465079e-04 0.000000e+00 energy 1.357581e+02 1.273674e-04 1.357581e+00 displacement 8.324032e+02 1.315196e-02 1.175068e-03 10 Nonlinear solution status: time= 1.61146 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 5.738116e-05 0.000000e+00 energy 1.357581e+02 2.459503e-06 1.357581e+00 displacement 8.324032e+02 1.197262e-02 1.179617e-03 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244931 11 Nonlinear solution status: time= 1.61146 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 2.580470e-06 0.000000e+00 energy 1.357581e+02 2.023109e-06 1.357581e+00 displacement 8.324032e+02 1.966040e-03 1.181822e-03 12 Nonlinear solution status: time= 1.61146 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.929942e+02 4.303462e-07 0.000000e+00 energy 1.357581e+02 3.935205e-07 1.357581e+00 displacement 8.324032e+02 4.655507e-04 1.182887e-03 convergence summary number of iterations : 12 number of reformations : 2 ------- converged at time : 1.61146 Data Record #1 =========================================================================== Step = 24 Time = 1.61145899 Data = Fx;Fy;Fz 1 0.098136 -15.1893 2.35053 AUTO STEPPER: decreasing time step, dt = 0.0351962 ===== beginning time step 25 : 1.64666 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244931 1 Nonlinear solution status: time= 1.64666 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 2.758003e-01 0.000000e+00 energy 1.218855e+02 2.298670e-01 1.218855e+00 displacement 7.583617e+02 7.583617e+02 7.583617e-04 2 Nonlinear solution status: time= 1.64666 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 4.321889e-02 0.000000e+00 energy 1.218855e+02 1.041622e-02 1.218855e+00 displacement 7.583617e+02 2.271026e+00 8.065989e-04 3 Nonlinear solution status: time= 1.64666 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 2.119748e-02 0.000000e+00 energy 1.218855e+02 4.485369e-04 1.218855e+00 displacement 7.583617e+02 2.420617e+00 8.590536e-04 4 Nonlinear solution status: time= 1.64666 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 6.494587e-03 0.000000e+00 energy 1.218855e+02 7.383488e-04 1.218855e+00 displacement 7.583617e+02 1.256933e+00 8.956262e-04 5 Nonlinear solution status: time= 1.64666 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 1.086413e-02 0.000000e+00 energy 1.218855e+02 7.531976e-04 1.218855e+00 displacement 7.583617e+02 1.874846e+00 9.440447e-04 6 Nonlinear solution status: time= 1.64666 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 6.105856e-03 0.000000e+00 energy 1.218855e+02 1.134798e-03 1.218855e+00 displacement 7.583617e+02 1.866804e+00 9.960475e-04 7 Nonlinear solution status: time= 1.64666 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 4.624171e-03 0.000000e+00 energy 1.218855e+02 4.280873e-04 1.218855e+00 displacement 7.583617e+02 6.279735e+00 1.103324e-03 8 Nonlinear solution status: time= 1.64666 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 1.416133e-03 0.000000e+00 energy 1.218855e+02 1.299611e-04 1.218855e+00 displacement 7.583617e+02 2.262177e-01 1.126003e-03 9 Nonlinear solution status: time= 1.64666 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 9.383203e-04 0.000000e+00 energy 1.218855e+02 1.591737e-04 1.218855e+00 displacement 7.583617e+02 1.456922e-01 1.108856e-03 10 Nonlinear solution status: time= 1.64666 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 1.038393e-04 0.000000e+00 energy 1.218855e+02 4.116649e-06 1.218855e+00 displacement 7.583617e+02 2.725850e-02 1.116398e-03 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244922 11 Nonlinear solution status: time= 1.64666 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.459304e+02 3.191942e-06 0.000000e+00 energy 1.218855e+02 1.261727e-06 1.218855e+00 displacement 7.583617e+02 7.518751e-04 1.115483e-03 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.64666 Data Record #1 =========================================================================== Step = 25 Time = 1.64665521 Data = Fx;Fy;Fz 1 0.147836 -17.23 2.55116 AUTO STEPPER: decreasing time step, dt = 0.0335583 ===== beginning time step 26 : 1.68021 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244922 1 Nonlinear solution status: time= 1.68021 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 2.837666e-01 0.000000e+00 energy 1.172806e+02 5.113573e-01 1.172806e+00 displacement 6.825201e+02 6.825201e+02 6.825201e-04 2 Nonlinear solution status: time= 1.68021 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 2.216038e-02 0.000000e+00 energy 1.172806e+02 4.008314e-03 1.172806e+00 displacement 6.825201e+02 3.276711e+00 7.352643e-04 3 Nonlinear solution status: time= 1.68021 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 1.294732e-02 0.000000e+00 energy 1.172806e+02 4.951795e-04 1.172806e+00 displacement 6.825201e+02 3.362832e+00 7.966734e-04 4 Nonlinear solution status: time= 1.68021 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 3.735547e-03 0.000000e+00 energy 1.172806e+02 1.069526e-04 1.172806e+00 displacement 6.825201e+02 1.067638e+00 8.322791e-04 5 Nonlinear solution status: time= 1.68021 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 1.311286e-03 0.000000e+00 energy 1.172806e+02 2.876136e-05 1.172806e+00 displacement 6.825201e+02 5.372573e-01 8.552170e-04 6 Nonlinear solution status: time= 1.68021 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 2.222686e-04 0.000000e+00 energy 1.172806e+02 3.357811e-05 1.172806e+00 displacement 6.825201e+02 8.282638e-03 8.565382e-04 7 Nonlinear solution status: time= 1.68021 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 6.791892e-05 0.000000e+00 energy 1.172806e+02 1.517705e-05 1.172806e+00 displacement 6.825201e+02 1.644380e-03 8.577537e-04 8 Nonlinear solution status: time= 1.68021 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395792e+02 2.490041e-05 0.000000e+00 energy 1.172806e+02 6.569496e-06 1.172806e+00 displacement 6.825201e+02 5.573953e-04 8.583297e-04 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 1.68021 Data Record #1 =========================================================================== Step = 26 Time = 1.6802135 Data = Fx;Fy;Fz 1 0.120255 -19.3901 2.75102 AUTO STEPPER: increasing time step, dt = 0.0414007 ===== beginning time step 27 : 1.72161 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244922 1 Nonlinear solution status: time= 1.72161 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 8.188665e-01 0.000000e+00 energy 1.879140e+02 1.479735e+00 1.879140e+00 displacement 1.038259e+03 1.038259e+03 1.038259e-03 2 Nonlinear solution status: time= 1.72161 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 7.205451e-02 0.000000e+00 energy 1.879140e+02 6.553890e-03 1.879140e+00 displacement 1.038259e+03 3.833349e+00 1.085945e-03 3 Nonlinear solution status: time= 1.72161 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 2.945395e-02 0.000000e+00 energy 1.879140e+02 2.420746e-03 1.879140e+00 displacement 1.038259e+03 1.785732e+00 1.132678e-03 4 Nonlinear solution status: time= 1.72161 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 7.979326e-03 0.000000e+00 energy 1.879140e+02 2.240189e-03 1.879140e+00 displacement 1.038259e+03 1.729781e+00 1.175681e-03 5 Nonlinear solution status: time= 1.72161 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 4.019769e-03 0.000000e+00 energy 1.879140e+02 5.972385e-04 1.879140e+00 displacement 1.038259e+03 1.696937e+00 1.220537e-03 6 Nonlinear solution status: time= 1.72161 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 1.310713e-03 0.000000e+00 energy 1.879140e+02 3.925026e-05 1.879140e+00 displacement 1.038259e+03 4.461645e-01 1.248217e-03 7 Nonlinear solution status: time= 1.72161 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 4.016825e-04 0.000000e+00 energy 1.879140e+02 3.277478e-05 1.879140e+00 displacement 1.038259e+03 2.178653e-02 1.254529e-03 8 Nonlinear solution status: time= 1.72161 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 1.028392e-04 0.000000e+00 energy 1.879140e+02 1.344900e-05 1.879140e+00 displacement 1.038259e+03 1.412625e-03 1.254985e-03 9 Nonlinear solution status: time= 1.72161 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 3.460977e-05 0.000000e+00 energy 1.879140e+02 3.419479e-06 1.879140e+00 displacement 1.038259e+03 1.588146e-03 1.253941e-03 10 Nonlinear solution status: time= 1.72161 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.565865e+03 5.866817e-06 0.000000e+00 energy 1.879140e+02 3.503026e-07 1.879140e+00 displacement 1.038259e+03 1.217564e-03 1.255631e-03 convergence summary number of iterations : 10 number of reformations : 1 ------- converged at time : 1.72161 Data Record #1 =========================================================================== Step = 27 Time = 1.72161416 Data = Fx;Fy;Fz 1 0.0579668 -22.3518 2.99664 MUST POINT CONTROLLER: adjusting time step. dt = 0.0283858 ===== beginning time step 28 : 1.75 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244895 1 Nonlinear solution status: time= 1.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 2.893634e-01 0.000000e+00 energy 9.037866e+01 4.981954e-01 9.037866e-01 displacement 5.249302e+02 5.249302e+02 5.249302e-04 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 2.543408e-02 0.000000e+00 energy 9.037866e+01 1.077209e-02 9.037866e-01 displacement 5.249302e+02 2.109579e+00 5.103946e-04 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 9.601932e-03 0.000000e+00 energy 9.037866e+01 2.587780e-03 9.037866e-01 displacement 5.249302e+02 1.568041e+00 5.315688e-04 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 1.018320e-02 0.000000e+00 energy 9.037866e+01 1.180556e-03 9.037866e-01 displacement 5.249302e+02 2.751823e+00 5.672441e-04 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 1.955533e-03 0.000000e+00 energy 9.037866e+01 6.155145e-04 9.037866e-01 displacement 5.249302e+02 2.229317e-01 5.798494e-04 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 7.748185e-04 0.000000e+00 energy 9.037866e+01 2.289880e-04 9.037866e-01 displacement 5.249302e+02 2.230799e-01 5.954028e-04 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 1.417177e-04 0.000000e+00 energy 9.037866e+01 1.107289e-05 9.037866e-01 displacement 5.249302e+02 1.142744e-02 5.956805e-04 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 3.484847e-05 0.000000e+00 energy 9.037866e+01 5.247177e-06 9.037866e-01 displacement 5.249302e+02 8.272971e-03 5.931160e-04 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.927185e+02 3.428170e-06 0.000000e+00 energy 9.037866e+01 3.915716e-07 9.037866e-01 displacement 5.249302e+02 2.879413e-04 5.927764e-04 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.75 Data Record #1 =========================================================================== Step = 28 Time = 1.75 Data = Fx;Fy;Fz 1 0.0253333 -24.5489 3.18647 AUTO STEPPER: increasing time step, dt = 0.0445704 ===== beginning time step 29 : 1.79457 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244895 1 Nonlinear solution status: time= 1.79457 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 1.747875e+00 0.000000e+00 energy 2.285592e+02 8.642746e-01 2.285592e+00 displacement 1.289468e+03 1.289468e+03 1.289468e-03 2 Nonlinear solution status: time= 1.79457 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 2.358247e-01 0.000000e+00 energy 2.285592e+02 4.870648e-03 2.285592e+00 displacement 1.289468e+03 7.783603e+00 1.381917e-03 3 Nonlinear solution status: time= 1.79457 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 8.107042e-02 0.000000e+00 energy 2.285592e+02 1.295739e-04 2.285592e+00 displacement 1.289468e+03 3.144134e+00 1.440910e-03 4 Nonlinear solution status: time= 1.79457 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 1.817698e-02 0.000000e+00 energy 2.285592e+02 3.032061e-03 2.285592e+00 displacement 1.289468e+03 2.067386e+00 1.479797e-03 5 Nonlinear solution status: time= 1.79457 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 8.225493e-03 0.000000e+00 energy 2.285592e+02 4.849209e-04 2.285592e+00 displacement 1.289468e+03 1.854443e+00 1.521840e-03 6 Nonlinear solution status: time= 1.79457 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 3.571412e-03 0.000000e+00 energy 2.285592e+02 2.499218e-04 2.285592e+00 displacement 1.289468e+03 6.766827e-01 1.560943e-03 7 Nonlinear solution status: time= 1.79457 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 5.511019e-04 0.000000e+00 energy 2.285592e+02 2.433753e-05 2.285592e+00 displacement 1.289468e+03 1.375580e-02 1.559205e-03 8 Nonlinear solution status: time= 1.79457 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 2.421250e-04 0.000000e+00 energy 2.285592e+02 3.220177e-05 2.285592e+00 displacement 1.289468e+03 1.479249e-02 1.560024e-03 9 Nonlinear solution status: time= 1.79457 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.088542e+03 3.495669e-05 0.000000e+00 energy 2.285592e+02 8.298450e-07 2.285592e+00 displacement 1.289468e+03 8.882500e-04 1.561209e-03 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.79457 Data Record #1 =========================================================================== Step = 29 Time = 1.79457045 Data = Fx;Fy;Fz 1 -0.0712628 -28.4521 3.49404 AUTO STEPPER: increasing time step, dt = 0.0475688 ===== beginning time step 30 : 1.84214 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244877 1 Nonlinear solution status: time= 1.84214 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 2.455254e+00 0.000000e+00 energy 2.706744e+02 1.270841e+00 2.706744e+00 displacement 1.513362e+03 1.513362e+03 1.513362e-03 2 Nonlinear solution status: time= 1.84214 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 3.452512e-01 0.000000e+00 energy 2.706744e+02 2.588018e-02 2.706744e+00 displacement 1.513362e+03 9.444136e+00 1.649137e-03 3 Nonlinear solution status: time= 1.84214 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 1.068905e-01 0.000000e+00 energy 2.706744e+02 1.041882e-02 2.706744e+00 displacement 1.513362e+03 3.728624e+00 1.727813e-03 4 Nonlinear solution status: time= 1.84214 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 2.477713e-02 0.000000e+00 energy 2.706744e+02 4.257807e-04 2.706744e+00 displacement 1.513362e+03 9.700097e-01 1.751798e-03 5 Nonlinear solution status: time= 1.84214 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 2.420982e-02 0.000000e+00 energy 2.706744e+02 1.042581e-03 2.706744e+00 displacement 1.513362e+03 7.580731e-01 1.767884e-03 6 Nonlinear solution status: time= 1.84214 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 1.379640e-02 0.000000e+00 energy 2.706744e+02 1.383548e-03 2.706744e+00 displacement 1.513362e+03 8.917113e-01 1.785172e-03 7 Nonlinear solution status: time= 1.84214 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 1.003966e-03 0.000000e+00 energy 2.706744e+02 3.696116e-05 2.706744e+00 displacement 1.513362e+03 9.476774e-02 1.771076e-03 8 Nonlinear solution status: time= 1.84214 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 1.012389e-03 0.000000e+00 energy 2.706744e+02 2.536936e-05 2.706744e+00 displacement 1.513362e+03 1.570357e-01 1.752974e-03 9 Nonlinear solution status: time= 1.84214 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 7.052529e-04 0.000000e+00 energy 2.706744e+02 3.613523e-05 2.706744e+00 displacement 1.513362e+03 7.485204e-02 1.739538e-03 10 Nonlinear solution status: time= 1.84214 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 6.513316e-05 0.000000e+00 energy 2.706744e+02 7.040946e-06 2.706744e+00 displacement 1.513362e+03 3.613270e-03 1.741425e-03 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244814 11 Nonlinear solution status: time= 1.84214 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.627516e+03 9.357101e-07 0.000000e+00 energy 2.706744e+02 6.891482e-07 2.706744e+00 displacement 1.513362e+03 3.790631e-04 1.741388e-03 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.84214 Data Record #1 =========================================================================== Step = 30 Time = 1.84213923 Data = Fx;Fy;Fz 1 -0.349453 -33.3749 3.83774 AUTO STEPPER: decreasing time step, dt = 0.045355 ===== beginning time step 31 : 1.88749 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244814 1 Nonlinear solution status: time= 1.88749 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 2.922878e+00 0.000000e+00 energy 2.648268e+02 1.115348e+00 2.648268e+00 displacement 1.551178e+03 1.551178e+03 1.551178e-03 2 Nonlinear solution status: time= 1.88749 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 6.411945e-01 0.000000e+00 energy 2.648268e+02 3.134578e-02 2.648268e+00 displacement 1.551178e+03 1.401089e+01 1.716934e-03 3 Nonlinear solution status: time= 1.88749 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 1.392210e-01 0.000000e+00 energy 2.648268e+02 6.004258e-03 2.648268e+00 displacement 1.551178e+03 4.014536e+00 1.784838e-03 4 Nonlinear solution status: time= 1.88749 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 4.655462e-02 0.000000e+00 energy 2.648268e+02 5.682951e-04 2.648268e+00 displacement 1.551178e+03 1.112319e+00 1.829835e-03 5 Nonlinear solution status: time= 1.88749 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 2.056427e-02 0.000000e+00 energy 2.648268e+02 1.159682e-03 2.648268e+00 displacement 1.551178e+03 7.403209e-01 1.848941e-03 6 Nonlinear solution status: time= 1.88749 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 6.638639e-03 0.000000e+00 energy 2.648268e+02 1.068803e-04 2.648268e+00 displacement 1.551178e+03 4.589549e-01 1.849729e-03 7 Nonlinear solution status: time= 1.88749 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 2.990394e-03 0.000000e+00 energy 2.648268e+02 3.413983e-04 2.648268e+00 displacement 1.551178e+03 1.193799e-01 1.857757e-03 8 Nonlinear solution status: time= 1.88749 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 3.058898e-03 0.000000e+00 energy 2.648268e+02 8.670047e-05 2.648268e+00 displacement 1.551178e+03 2.499877e-01 1.852553e-03 9 Nonlinear solution status: time= 1.88749 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 1.200964e-03 0.000000e+00 energy 2.648268e+02 9.097257e-05 2.648268e+00 displacement 1.551178e+03 5.146347e-02 1.847188e-03 10 Nonlinear solution status: time= 1.88749 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 5.311959e-04 0.000000e+00 energy 2.648268e+02 7.285331e-05 2.648268e+00 displacement 1.551178e+03 8.486891e-02 1.845062e-03 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244796 11 Nonlinear solution status: time= 1.88749 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 1.677748e-05 0.000000e+00 energy 2.648268e+02 6.042957e-06 2.648268e+00 displacement 1.551178e+03 3.791886e-03 1.845241e-03 12 Nonlinear solution status: time= 1.88749 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.814630e+03 5.261081e-06 0.000000e+00 energy 2.648268e+02 1.054883e-06 2.648268e+00 displacement 1.551178e+03 1.050658e-03 1.846332e-03 convergence summary number of iterations : 12 number of reformations : 2 ------- converged at time : 1.88749 Data Record #1 =========================================================================== Step = 31 Time = 1.88749427 Data = Fx;Fy;Fz 1 -0.66237 -38.6952 4.09425 AUTO STEPPER: decreasing time step, dt = 0.0414033 ===== beginning time step 32 : 1.9289 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244796 1 Nonlinear solution status: time= 1.9289 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 3.135616e+00 0.000000e+00 energy 2.260010e+02 1.462480e+00 2.260010e+00 displacement 1.576170e+03 1.576170e+03 1.576170e-03 2 Nonlinear solution status: time= 1.9289 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 3.883887e-01 0.000000e+00 energy 2.260010e+02 2.724533e-02 2.260010e+00 displacement 1.576170e+03 7.062522e+00 1.617044e-03 3 Nonlinear solution status: time= 1.9289 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 1.638460e-01 0.000000e+00 energy 2.260010e+02 1.510446e-02 2.260010e+00 displacement 1.576170e+03 1.336106e+01 1.784324e-03 4 Nonlinear solution status: time= 1.9289 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 2.086504e-01 0.000000e+00 energy 2.260010e+02 2.395238e-03 2.260010e+00 displacement 1.576170e+03 7.923926e+00 1.907439e-03 5 Nonlinear solution status: time= 1.9289 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 5.868072e-02 0.000000e+00 energy 2.260010e+02 3.494974e-04 2.260010e+00 displacement 1.576170e+03 2.903253e+00 1.939689e-03 6 Nonlinear solution status: time= 1.9289 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 5.016248e-02 0.000000e+00 energy 2.260010e+02 6.952998e-03 2.260010e+00 displacement 1.576170e+03 7.601569e-01 1.935699e-03 7 Nonlinear solution status: time= 1.9289 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.214305 convergence norms : INITIAL CURRENT REQUIRED residual 2.615373e+03 2.589937e-01 0.000000e+00 energy 2.260010e+02 1.296950e-02 2.260010e+00 displacement 1.576170e+03 3.107308e+00 1.935357e-03 8 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.9289 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.0207017 ===== beginning time step 32 : 1.9082 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244796 1 Nonlinear solution status: time= 1.9082 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 2.768256e-01 0.000000e+00 energy 5.650485e+01 2.021678e-01 5.650485e-01 displacement 3.937434e+02 3.937434e+02 3.937434e-04 2 Nonlinear solution status: time= 1.9082 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 2.796144e-02 0.000000e+00 energy 5.650485e+01 1.026751e-02 5.650485e-01 displacement 3.937434e+02 1.871833e+00 4.155378e-04 3 Nonlinear solution status: time= 1.9082 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 1.637237e-02 0.000000e+00 energy 5.650485e+01 4.541317e-03 5.650485e-01 displacement 3.937434e+02 2.047224e+00 4.439499e-04 4 Nonlinear solution status: time= 1.9082 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 1.049832e-02 0.000000e+00 energy 5.650485e+01 1.082143e-03 5.650485e-01 displacement 3.937434e+02 1.398606e+00 4.588888e-04 5 Nonlinear solution status: time= 1.9082 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 2.911898e-03 0.000000e+00 energy 5.650485e+01 8.796816e-04 5.650485e-01 displacement 3.937434e+02 3.005830e-01 4.569303e-04 6 Nonlinear solution status: time= 1.9082 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 4.957967e-03 0.000000e+00 energy 5.650485e+01 8.157076e-04 5.650485e-01 displacement 3.937434e+02 6.667613e-01 4.465387e-04 7 Nonlinear solution status: time= 1.9082 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 5.243069e-03 0.000000e+00 energy 5.650485e+01 5.794758e-04 5.650485e-01 displacement 3.937434e+02 1.290245e+00 4.378702e-04 8 Nonlinear solution status: time= 1.9082 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 1.169301e-03 0.000000e+00 energy 5.650485e+01 1.713032e-04 5.650485e-01 displacement 3.937434e+02 4.722056e-02 4.387759e-04 9 Nonlinear solution status: time= 1.9082 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 7.876866e-04 0.000000e+00 energy 5.650485e+01 8.354026e-05 5.650485e-01 displacement 3.937434e+02 6.603218e-02 4.438469e-04 10 Nonlinear solution status: time= 1.9082 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 1.852398e-04 0.000000e+00 energy 5.650485e+01 2.918961e-05 5.650485e-01 displacement 3.937434e+02 1.571672e-02 4.444658e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 11 Nonlinear solution status: time= 1.9082 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.538815e+02 1.854565e-06 0.000000e+00 energy 5.650485e+01 1.321532e-06 5.650485e-01 displacement 3.937434e+02 3.719090e-04 4.439713e-04 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.9082 Data Record #1 =========================================================================== Step = 32 Time = 1.90819593 Data = Fx;Fy;Fz 1 -0.793337 -41.2332 4.17481 AUTO STEPPER: decreasing time step, dt = 0.0197383 ===== beginning time step 33 : 1.92793 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 1 Nonlinear solution status: time= 1.92793 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 3.137293e-01 0.000000e+00 energy 5.045949e+01 3.473221e-01 5.045949e-01 displacement 3.913078e+02 3.913078e+02 3.913078e-04 2 Nonlinear solution status: time= 1.92793 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 4.346642e-02 0.000000e+00 energy 5.045949e+01 1.564672e-02 5.045949e-01 displacement 3.913078e+02 2.202044e+00 4.060553e-04 3 Nonlinear solution status: time= 1.92793 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 2.243086e-02 0.000000e+00 energy 5.045949e+01 4.031389e-03 5.045949e-01 displacement 3.913078e+02 3.071060e+00 4.309031e-04 4 Nonlinear solution status: time= 1.92793 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 6.999585e-03 0.000000e+00 energy 5.045949e+01 5.932384e-04 5.045949e-01 displacement 3.913078e+02 1.061592e+00 4.478017e-04 5 Nonlinear solution status: time= 1.92793 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 5.597115e-03 0.000000e+00 energy 5.045949e+01 1.145079e-03 5.045949e-01 displacement 3.913078e+02 1.813209e-01 4.483850e-04 6 Nonlinear solution status: time= 1.92793 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 2.141779e-02 0.000000e+00 energy 5.045949e+01 2.231173e-03 5.045949e-01 displacement 3.913078e+02 1.605253e+00 4.450823e-04 7 Nonlinear solution status: time= 1.92793 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.286777 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 8.671678e-02 0.000000e+00 energy 5.045949e+01 2.048812e-03 5.045949e-01 displacement 3.913078e+02 1.752984e+00 4.470043e-04 8 Nonlinear solution status: time= 1.92793 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.195246 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 2.203513e-01 0.000000e+00 energy 5.045949e+01 1.914834e-03 5.045949e-01 displacement 3.913078e+02 1.684286e+00 4.572002e-04 9 Nonlinear solution status: time= 1.92793 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.403149 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 5.805153e-01 0.000000e+00 energy 5.045949e+01 4.697825e-03 5.045949e-01 displacement 3.913078e+02 4.798007e+00 4.877056e-04 10 Nonlinear solution status: time= 1.92793 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.199607 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 1.533347e+00 0.000000e+00 energy 5.045949e+01 2.389207e-04 5.045949e-01 displacement 3.913078e+02 5.746145e+00 5.353421e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244706 11 Nonlinear solution status: time= 1.92793 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 7.892078e-01 0.000000e+00 energy 5.045949e+01 1.704660e-01 5.045949e-01 displacement 3.913078e+02 2.524396e+01 6.036143e-04 12 Nonlinear solution status: time= 1.92793 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.257194 convergence norms : INITIAL CURRENT REQUIRED residual 5.968977e+02 3.593046e+00 0.000000e+00 energy 5.045949e+01 2.443059e-01 5.045949e-01 displacement 3.913078e+02 1.046937e+02 9.814081e-04 13 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.92793 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.00986913 ===== beginning time step 33 : 1.91807 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 1 Nonlinear solution status: time= 1.91807 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 6.174056e-02 0.000000e+00 energy 1.261535e+01 9.261646e-02 1.261535e-01 displacement 9.782141e+01 9.782141e+01 9.782141e-05 2 Nonlinear solution status: time= 1.91807 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 6.735499e-03 0.000000e+00 energy 1.261535e+01 2.956617e-03 1.261535e-01 displacement 9.782141e+01 3.744212e-01 9.592563e-05 3 Nonlinear solution status: time= 1.91807 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 3.189485e-03 0.000000e+00 energy 1.261535e+01 9.783520e-04 1.261535e-01 displacement 9.782141e+01 5.211937e-01 1.018988e-04 4 Nonlinear solution status: time= 1.91807 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 1.294473e-03 0.000000e+00 energy 1.261535e+01 8.652492e-05 1.261535e-01 displacement 9.782141e+01 2.040673e-01 1.033085e-04 5 Nonlinear solution status: time= 1.91807 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 9.599194e-04 0.000000e+00 energy 1.261535e+01 2.676231e-04 1.261535e-01 displacement 9.782141e+01 5.183081e-02 1.009030e-04 6 Nonlinear solution status: time= 1.91807 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 1.482842e-03 0.000000e+00 energy 1.261535e+01 2.095365e-04 1.261535e-01 displacement 9.782141e+01 5.353851e-01 9.397446e-05 7 Nonlinear solution status: time= 1.91807 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 2.312259e-04 0.000000e+00 energy 1.261535e+01 6.985990e-05 1.261535e-01 displacement 9.782141e+01 2.196748e-02 9.317996e-05 8 Nonlinear solution status: time= 1.91807 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 6.230056e-05 0.000000e+00 energy 1.261535e+01 1.842741e-05 1.261535e-01 displacement 9.782141e+01 4.795923e-03 9.357962e-05 9 Nonlinear solution status: time= 1.91807 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 2.218234e-05 0.000000e+00 energy 1.261535e+01 1.743369e-06 1.261535e-01 displacement 9.782141e+01 3.004671e-03 9.372282e-05 10 Nonlinear solution status: time= 1.91807 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 3.630727e-06 0.000000e+00 energy 1.261535e+01 5.369351e-07 1.261535e-01 displacement 9.782141e+01 1.334182e-03 9.363654e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 11 Nonlinear solution status: time= 1.91807 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.492272e+02 3.054462e-07 0.000000e+00 energy 1.261535e+01 6.646728e-08 1.261535e-01 displacement 9.782141e+01 1.816280e-05 9.363467e-05 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.91807 Data Record #1 =========================================================================== Step = 33 Time = 1.91806505 Data = Fx;Fy;Fz 1 -0.864261 -42.4956 4.25267 AUTO STEPPER: decreasing time step, dt = 0.00940984 ===== beginning time step 34 : 1.92747 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 1 Nonlinear solution status: time= 1.92747 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 5.174145e-02 0.000000e+00 energy 1.132999e+01 5.465313e-02 1.132999e-01 displacement 9.166242e+01 9.166242e+01 9.166242e-05 2 Nonlinear solution status: time= 1.92747 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 7.848099e-03 0.000000e+00 energy 1.132999e+01 3.627149e-03 1.132999e-01 displacement 9.166242e+01 7.576174e-01 9.599039e-05 3 Nonlinear solution status: time= 1.92747 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 4.653279e-03 0.000000e+00 energy 1.132999e+01 1.356591e-03 1.132999e-01 displacement 9.166242e+01 1.173696e+00 1.060315e-04 4 Nonlinear solution status: time= 1.92747 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 2.294340e-03 0.000000e+00 energy 1.132999e+01 2.020531e-04 1.132999e-01 displacement 9.166242e+01 5.024851e-01 1.130104e-04 5 Nonlinear solution status: time= 1.92747 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 1.304601e-03 0.000000e+00 energy 1.132999e+01 3.874047e-04 1.132999e-01 displacement 9.166242e+01 3.825045e-02 1.119966e-04 6 Nonlinear solution status: time= 1.92747 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 3.518208e-03 0.000000e+00 energy 1.132999e+01 5.592248e-04 1.132999e-01 displacement 9.166242e+01 6.286401e-01 1.082014e-04 7 Nonlinear solution status: time= 1.92747 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 4.462231e-02 0.000000e+00 energy 1.132999e+01 1.181111e-04 1.132999e-01 displacement 9.166242e+01 2.150361e+00 1.081835e-04 8 Nonlinear solution status: time= 1.92747 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.174506 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 1.046621e-01 0.000000e+00 energy 1.132999e+01 1.196197e-04 1.132999e-01 displacement 9.166242e+01 5.821058e-01 1.117948e-04 9 Nonlinear solution status: time= 1.92747 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.342809e+02 2.489124e-01 0.000000e+00 energy 1.132999e+01 8.660631e-03 1.132999e-01 displacement 9.166242e+01 3.169926e+00 1.309141e-04 10 ************************************************************************* * ERROR * * * * Negative jacobian was detected. * ************************************************************************* ------- failed to converge at time : 1.92747 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.00470492 ===== beginning time step 34 : 1.92277 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 1 Nonlinear solution status: time= 1.92277 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 1.386511e-02 0.000000e+00 energy 2.832944e+00 1.584188e-02 2.832944e-02 displacement 2.292693e+01 2.292693e+01 2.292693e-05 2 Nonlinear solution status: time= 1.92277 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 1.288429e-03 0.000000e+00 energy 2.832944e+00 7.673874e-04 2.832944e-02 displacement 2.292693e+01 1.449789e-01 2.313710e-05 3 Nonlinear solution status: time= 1.92277 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 6.446275e-04 0.000000e+00 energy 2.832944e+00 2.685993e-04 2.832944e-02 displacement 2.292693e+01 1.711404e-01 2.485962e-05 4 Nonlinear solution status: time= 1.92277 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 1.849613e-04 0.000000e+00 energy 2.832944e+00 5.447856e-05 2.832944e-02 displacement 2.292693e+01 5.346228e-02 2.516049e-05 5 Nonlinear solution status: time= 1.92277 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 5.799630e-05 0.000000e+00 energy 2.832944e+00 2.263528e-05 2.832944e-02 displacement 2.292693e+01 9.970919e-03 2.454787e-05 6 Nonlinear solution status: time= 1.92277 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 1.308756e-05 0.000000e+00 energy 2.832944e+00 1.288102e-06 2.832944e-02 displacement 2.292693e+01 1.439642e-02 2.387405e-05 7 Nonlinear solution status: time= 1.92277 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 3.586167e-06 0.000000e+00 energy 2.832944e+00 2.106723e-06 2.832944e-02 displacement 2.292693e+01 5.836213e-04 2.379619e-05 8 Nonlinear solution status: time= 1.92277 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 2.644889e-06 0.000000e+00 energy 2.832944e+00 7.149347e-07 2.832944e-02 displacement 2.292693e+01 1.731349e-03 2.370929e-05 9 Nonlinear solution status: time= 1.92277 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 5.103702e-07 0.000000e+00 energy 2.832944e+00 2.625668e-07 2.832944e-02 displacement 2.292693e+01 9.772081e-05 2.370998e-05 10 Nonlinear solution status: time= 1.92277 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 2.264069e-07 0.000000e+00 energy 2.832944e+00 6.111176e-08 2.832944e-02 displacement 2.292693e+01 1.492835e-04 2.369883e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 11 Nonlinear solution status: time= 1.92277 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.357646e+01 2.876790e-08 0.000000e+00 energy 2.832944e+00 1.617757e-08 2.832944e-02 displacement 2.292693e+01 3.206492e-06 2.369274e-05 convergence summary number of iterations : 11 number of reformations : 2 ------- converged at time : 1.92277 Data Record #1 =========================================================================== Step = 34 Time = 1.92276997 Data = Fx;Fy;Fz 1 -0.893443 -43.1045 4.30491 AUTO STEPPER: decreasing time step, dt = 0.00448597 ===== beginning time step 35 : 1.92726 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 1 Nonlinear solution status: time= 1.92726 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 1.034675e-02 0.000000e+00 energy 2.577322e+00 1.079648e-02 2.577322e-02 displacement 2.102402e+01 2.102402e+01 2.102402e-05 2 Nonlinear solution status: time= 1.92726 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.404139e-03 0.000000e+00 energy 2.577322e+00 1.053032e-03 2.577322e-02 displacement 2.102402e+01 2.499477e-01 2.266035e-05 3 Nonlinear solution status: time= 1.92726 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 9.221881e-04 0.000000e+00 energy 2.577322e+00 4.314693e-04 2.577322e-02 displacement 2.102402e+01 6.953119e-01 2.739847e-05 4 Nonlinear solution status: time= 1.92726 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 7.205067e-04 0.000000e+00 energy 2.577322e+00 1.255453e-04 2.577322e-02 displacement 2.102402e+01 1.506004e-01 2.976150e-05 5 Nonlinear solution status: time= 1.92726 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 1.066055e-03 0.000000e+00 energy 2.577322e+00 1.998274e-04 2.577322e-02 displacement 2.102402e+01 6.693544e-02 3.061509e-05 6 Nonlinear solution status: time= 1.92726 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.936807e-03 0.000000e+00 energy 2.577322e+00 3.198994e-04 2.577322e-02 displacement 2.102402e+01 3.336482e-01 3.067664e-05 7 Nonlinear solution status: time= 1.92726 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 3.456288e-02 0.000000e+00 energy 2.577322e+00 8.702318e-04 2.577322e-02 displacement 2.102402e+01 1.754226e+00 3.262429e-05 8 Nonlinear solution status: time= 1.92726 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 1.521831e-01 0.000000e+00 energy 2.577322e+00 2.706954e-03 2.577322e-02 displacement 2.102402e+01 2.109776e+00 4.017363e-05 9 Nonlinear solution status: time= 1.92726 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 9.421422e-01 0.000000e+00 energy 2.577322e+00 5.112137e-03 2.577322e-02 displacement 2.102402e+01 7.712413e+00 6.519326e-05 10 Nonlinear solution status: time= 1.92726 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.630709 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 3.394316e+00 0.000000e+00 energy 2.577322e+00 4.817966e-03 2.577322e-02 displacement 2.102402e+01 1.212173e+01 1.134162e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244706 11 Nonlinear solution status: time= 1.92726 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 6.465540e-01 0.000000e+00 energy 2.577322e+00 1.773015e-01 2.577322e-02 displacement 2.102402e+01 8.247608e+01 2.760143e-04 12 Nonlinear solution status: time= 1.92726 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 1.289863e+01 0.000000e+00 energy 2.577322e+00 4.126204e-01 2.577322e-02 displacement 2.102402e+01 3.592630e+02 1.166326e-03 13 Nonlinear solution status: time= 1.92726 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.223314e+01 0.000000e+00 energy 2.577322e+00 7.244343e-01 2.577322e-02 displacement 2.102402e+01 1.348871e+02 1.951325e-03 14 Nonlinear solution status: time= 1.92726 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.587772 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 6.224418e+00 0.000000e+00 energy 2.577322e+00 3.463563e-01 2.577322e-02 displacement 2.102402e+01 7.419579e+01 1.333159e-03 15 Nonlinear solution status: time= 1.92726 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.593863 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 7.182394e+00 0.000000e+00 energy 2.577322e+00 1.589710e-01 2.577322e-02 displacement 2.102402e+01 2.811810e+01 1.639529e-03 16 Nonlinear solution status: time= 1.92726 stiffness updates = 5 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.427075 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 6.185885e+00 0.000000e+00 energy 2.577322e+00 4.723678e-02 2.577322e-02 displacement 2.102402e+01 2.893067e+01 1.882923e-03 17 Nonlinear solution status: time= 1.92726 stiffness updates = 6 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.221694 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 7.132419e+00 0.000000e+00 energy 2.577322e+00 8.872629e-02 2.577322e-02 displacement 2.102402e+01 1.744646e+01 2.147778e-03 18 Nonlinear solution status: time= 1.92726 stiffness updates = 7 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.561279 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 5.251369e+00 0.000000e+00 energy 2.577322e+00 1.372079e-01 2.577322e-02 displacement 2.102402e+01 7.638703e+00 2.167247e-03 19 Nonlinear solution status: time= 1.92726 stiffness updates = 8 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.547067 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 3.344281e+00 0.000000e+00 energy 2.577322e+00 8.041622e-02 2.577322e-02 displacement 2.102402e+01 7.856282e+00 2.293102e-03 20 Nonlinear solution status: time= 1.92726 stiffness updates = 9 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.602153 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.961153e+00 0.000000e+00 energy 2.577322e+00 4.167597e-02 2.577322e-02 displacement 2.102402e+01 1.491399e+00 2.294963e-03 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 21 Nonlinear solution status: time= 1.92726 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 6.975339e-01 0.000000e+00 energy 2.577322e+00 7.167538e-02 2.577322e-02 displacement 2.102402e+01 9.774463e+00 2.290847e-03 22 Nonlinear solution status: time= 1.92726 stiffness updates = 1 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.974466e-01 0.000000e+00 energy 2.577322e+00 4.339575e-02 2.577322e-02 displacement 2.102402e+01 5.240998e+00 2.445645e-03 23 Nonlinear solution status: time= 1.92726 stiffness updates = 2 right hand side evaluations = 33 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 5.315674e-02 0.000000e+00 energy 2.577322e+00 4.269544e-03 2.577322e-02 displacement 2.102402e+01 1.667822e+00 2.501482e-03 24 Nonlinear solution status: time= 1.92726 stiffness updates = 3 right hand side evaluations = 34 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.795683e-02 0.000000e+00 energy 2.577322e+00 9.369309e-04 2.577322e-02 displacement 2.102402e+01 6.456421e-01 2.553453e-03 25 Nonlinear solution status: time= 1.92726 stiffness updates = 4 right hand side evaluations = 35 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 9.268778e-03 0.000000e+00 energy 2.577322e+00 1.185829e-03 2.577322e-02 displacement 2.102402e+01 3.383715e-01 2.582727e-03 26 Nonlinear solution status: time= 1.92726 stiffness updates = 5 right hand side evaluations = 36 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 6.884244e-03 0.000000e+00 energy 2.577322e+00 5.573535e-05 2.577322e-02 displacement 2.102402e+01 6.676898e-01 2.627659e-03 27 Nonlinear solution status: time= 1.92726 stiffness updates = 6 right hand side evaluations = 37 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 1.853842e-03 0.000000e+00 energy 2.577322e+00 1.459041e-04 2.577322e-02 displacement 2.102402e+01 4.923639e-02 2.630904e-03 28 Nonlinear solution status: time= 1.92726 stiffness updates = 7 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 3.899170e-04 0.000000e+00 energy 2.577322e+00 6.026683e-05 2.577322e-02 displacement 2.102402e+01 2.759459e-02 2.628264e-03 29 Nonlinear solution status: time= 1.92726 stiffness updates = 8 right hand side evaluations = 39 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 9.876400e-05 0.000000e+00 energy 2.577322e+00 5.111891e-06 2.577322e-02 displacement 2.102402e+01 1.125397e-02 2.625436e-03 30 Nonlinear solution status: time= 1.92726 stiffness updates = 9 right hand side evaluations = 40 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094271e+01 2.047738e-05 0.000000e+00 energy 2.577322e+00 1.001417e-07 2.577322e-02 displacement 2.102402e+01 4.392660e-04 2.624744e-03 convergence summary number of iterations : 30 number of reformations : 3 ------- converged at time : 1.92726 Data Record #1 =========================================================================== Step = 35 Time = 1.92725594 Data = Fx;Fy;Fz 1 -0.633369 -42.1799 5.73684 AUTO STEPPER: decreasing time step, dt = 0.00258997 ===== beginning time step 36 : 1.92985 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 1 Nonlinear solution status: time= 1.92985 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 2.944832e-03 0.000000e+00 energy 8.761314e-01 3.192150e-03 8.761314e-03 displacement 6.115668e+00 6.115668e+00 6.115668e-06 2 Nonlinear solution status: time= 1.92985 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 4.501432e-04 0.000000e+00 energy 8.761314e-01 1.057172e-04 8.761314e-03 displacement 6.115668e+00 1.977558e-02 6.127473e-06 3 Nonlinear solution status: time= 1.92985 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 1.515335e-04 0.000000e+00 energy 8.761314e-01 2.684128e-05 8.761314e-03 displacement 6.115668e+00 2.499109e-02 6.449341e-06 4 Nonlinear solution status: time= 1.92985 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 5.892865e-05 0.000000e+00 energy 8.761314e-01 3.083409e-05 8.761314e-03 displacement 6.115668e+00 1.077099e-02 6.473652e-06 5 Nonlinear solution status: time= 1.92985 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 3.548464e-05 0.000000e+00 energy 8.761314e-01 1.836055e-05 8.761314e-03 displacement 6.115668e+00 2.110740e-02 6.484748e-06 6 Nonlinear solution status: time= 1.92985 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 2.308322e-06 0.000000e+00 energy 8.761314e-01 1.219297e-06 8.761314e-03 displacement 6.115668e+00 1.243506e-03 6.442128e-06 7 Nonlinear solution status: time= 1.92985 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 3.211899e-07 0.000000e+00 energy 8.761314e-01 2.075427e-07 8.761314e-03 displacement 6.115668e+00 1.254331e-04 6.416277e-06 8 Nonlinear solution status: time= 1.92985 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 2.211846e-08 0.000000e+00 energy 8.761314e-01 6.310334e-09 8.761314e-03 displacement 6.115668e+00 6.631600e-05 6.396677e-06 9 Nonlinear solution status: time= 1.92985 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.086848e+01 1.427811e-09 0.000000e+00 energy 8.761314e-01 6.473352e-10 8.761314e-03 displacement 6.115668e+00 1.119575e-06 6.393332e-06 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.92985 Data Record #1 =========================================================================== Step = 36 Time = 1.92984591 Data = Fx;Fy;Fz 1 -0.657093 -42.5345 5.74727 AUTO STEPPER: increasing time step, dt = 0.00785913 ===== beginning time step 37 : 1.93771 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244751 1 Nonlinear solution status: time= 1.93771 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 4.609512e-02 0.000000e+00 energy 8.137489e+00 5.844289e-02 8.137489e-02 displacement 5.654482e+01 5.654482e+01 5.654482e-05 2 Nonlinear solution status: time= 1.93771 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 3.351484e-03 0.000000e+00 energy 8.137489e+00 1.640957e-03 8.137489e-02 displacement 5.654482e+01 1.964379e-01 5.647605e-05 3 Nonlinear solution status: time= 1.93771 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 1.255735e-03 0.000000e+00 energy 8.137489e+00 7.948810e-04 8.137489e-02 displacement 5.654482e+01 2.572071e-01 5.920016e-05 4 Nonlinear solution status: time= 1.93771 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 5.844131e-04 0.000000e+00 energy 8.137489e+00 3.301366e-04 8.137489e-02 displacement 5.654482e+01 3.143478e-01 6.084165e-05 5 Nonlinear solution status: time= 1.93771 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 3.997210e-04 0.000000e+00 energy 8.137489e+00 1.085660e-04 8.137489e-02 displacement 5.654482e+01 9.705105e-02 6.157041e-05 6 Nonlinear solution status: time= 1.93771 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 1.468871e-04 0.000000e+00 energy 8.137489e+00 5.406007e-05 8.137489e-02 displacement 5.654482e+01 6.672808e-02 6.154693e-05 7 Nonlinear solution status: time= 1.93771 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 3.444961e-05 0.000000e+00 energy 8.137489e+00 2.956895e-06 8.137489e-02 displacement 5.654482e+01 2.317191e-02 6.133966e-05 8 Nonlinear solution status: time= 1.93771 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 4.869546e-06 0.000000e+00 energy 8.137489e+00 2.948266e-06 8.137489e-02 displacement 5.654482e+01 2.182531e-03 6.101017e-05 9 Nonlinear solution status: time= 1.93771 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 8.431835e-08 0.000000e+00 energy 8.137489e+00 5.114842e-08 8.137489e-02 displacement 5.654482e+01 2.666116e-04 6.088893e-05 10 Nonlinear solution status: time= 1.93771 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.019072e+02 4.940009e-08 0.000000e+00 energy 8.137489e+00 9.325223e-09 8.137489e-02 displacement 5.654482e+01 1.887473e-05 6.088802e-05 convergence summary number of iterations : 10 number of reformations : 1 ------- converged at time : 1.93771 Data Record #1 =========================================================================== Step = 37 Time = 1.93770504 Data = Fx;Fy;Fz 1 -0.716023 -43.5937 5.75366 ===== beginning time step 38 : 1.94556 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 1 Nonlinear solution status: time= 1.94556 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 4.558969e-02 0.000000e+00 energy 8.191813e+00 4.229060e-02 8.191813e-02 displacement 5.691112e+01 5.691112e+01 5.691112e-05 2 Nonlinear solution status: time= 1.94556 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 4.425842e-03 0.000000e+00 energy 8.191813e+00 1.923279e-03 8.191813e-02 displacement 5.691112e+01 2.535527e-01 5.744422e-05 3 Nonlinear solution status: time= 1.94556 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 2.508329e-03 0.000000e+00 energy 8.191813e+00 1.310467e-03 8.191813e-02 displacement 5.691112e+01 3.181639e-01 6.008389e-05 4 Nonlinear solution status: time= 1.94556 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 1.104215e-02 0.000000e+00 energy 8.191813e+00 1.539803e-04 8.191813e-02 displacement 5.691112e+01 1.100668e+00 6.362851e-05 5 Nonlinear solution status: time= 1.94556 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 2.457265e-03 0.000000e+00 energy 8.191813e+00 4.041948e-04 8.191813e-02 displacement 5.691112e+01 1.310753e-01 6.401749e-05 6 Nonlinear solution status: time= 1.94556 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 5.958601e-04 0.000000e+00 energy 8.191813e+00 1.212868e-04 8.191813e-02 displacement 5.691112e+01 1.487479e-01 6.155276e-05 7 Nonlinear solution status: time= 1.94556 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 1.002509e-04 0.000000e+00 energy 8.191813e+00 4.110017e-05 8.191813e-02 displacement 5.691112e+01 3.605825e-02 6.107215e-05 8 Nonlinear solution status: time= 1.94556 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 1.715861e-04 0.000000e+00 energy 8.191813e+00 2.162668e-05 8.191813e-02 displacement 5.691112e+01 1.300038e-02 6.055552e-05 9 Nonlinear solution status: time= 1.94556 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 3.074520e-05 0.000000e+00 energy 8.191813e+00 2.670251e-06 8.191813e-02 displacement 5.691112e+01 1.492004e-03 6.046526e-05 10 Nonlinear solution status: time= 1.94556 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 7.688007e-06 0.000000e+00 energy 8.191813e+00 4.111814e-06 8.191813e-02 displacement 5.691112e+01 2.274286e-03 6.063386e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 11 Nonlinear solution status: time= 1.94556 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 5.503065e-07 0.000000e+00 energy 8.191813e+00 8.367373e-08 8.191813e-02 displacement 5.691112e+01 8.847895e-05 6.059234e-05 12 Nonlinear solution status: time= 1.94556 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.038707e+02 1.520553e-07 0.000000e+00 energy 8.191813e+00 7.063636e-08 8.191813e-02 displacement 5.691112e+01 1.272007e-05 6.059070e-05 convergence summary number of iterations : 12 number of reformations : 2 ------- converged at time : 1.94556 Data Record #1 =========================================================================== Step = 38 Time = 1.94556417 Data = Fx;Fy;Fz 1 -0.785034 -44.6689 5.74188 AUTO STEPPER: decreasing time step, dt = 0.00717437 ===== beginning time step 39 : 1.95274 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244742 1 Nonlinear solution status: time= 1.95274 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 2.504470e-02 0.000000e+00 energy 6.920039e+00 2.859358e-02 6.920039e-02 displacement 4.774935e+01 4.774935e+01 4.774935e-05 2 Nonlinear solution status: time= 1.95274 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 3.062203e-03 0.000000e+00 energy 6.920039e+00 1.180822e-03 6.920039e-02 displacement 4.774935e+01 3.107322e-01 5.124223e-05 3 Nonlinear solution status: time= 1.95274 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 1.821755e-03 0.000000e+00 energy 6.920039e+00 5.871513e-04 6.920039e-02 displacement 4.774935e+01 2.250864e-01 5.390648e-05 4 Nonlinear solution status: time= 1.95274 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 1.217222e-03 0.000000e+00 energy 6.920039e+00 3.953961e-04 6.920039e-02 displacement 4.774935e+01 2.413761e-01 5.614806e-05 5 Nonlinear solution status: time= 1.95274 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 5.243041e-04 0.000000e+00 energy 6.920039e+00 9.329348e-05 6.920039e-02 displacement 4.774935e+01 1.626495e-01 5.650906e-05 6 Nonlinear solution status: time= 1.95274 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 9.766260e-05 0.000000e+00 energy 6.920039e+00 3.328458e-05 6.920039e-02 displacement 4.774935e+01 2.609142e-02 5.556350e-05 7 Nonlinear solution status: time= 1.95274 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 2.842281e-05 0.000000e+00 energy 6.920039e+00 4.263731e-06 6.920039e-02 displacement 4.774935e+01 1.344734e-02 5.453069e-05 8 Nonlinear solution status: time= 1.95274 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 4.224785e-06 0.000000e+00 energy 6.920039e+00 3.565666e-08 6.920039e-02 displacement 4.774935e+01 5.566745e-04 5.432081e-05 9 Nonlinear solution status: time= 1.95274 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 3.200944e-07 0.000000e+00 energy 6.920039e+00 1.343949e-07 6.920039e-02 displacement 4.774935e+01 9.865535e-05 5.436255e-05 10 Nonlinear solution status: time= 1.95274 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.928125e+01 1.621927e-08 0.000000e+00 energy 6.920039e+00 3.378953e-09 6.920039e-02 displacement 4.774935e+01 8.846136e-06 5.438096e-05 convergence summary number of iterations : 10 number of reformations : 1 ------- converged at time : 1.95274 Data Record #1 =========================================================================== Step = 39 Time = 1.95273855 Data = Fx;Fy;Fz 1 -0.856528 -45.6963 5.75698 ===== beginning time step 40 : 1.95991 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244733 1 Nonlinear solution status: time= 1.95991 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 2.098225e-02 0.000000e+00 energy 6.935769e+00 2.011651e-02 6.935769e-02 displacement 4.808666e+01 4.808666e+01 4.808666e-05 2 Nonlinear solution status: time= 1.95991 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 3.077423e-03 0.000000e+00 energy 6.935769e+00 8.998364e-04 6.935769e-02 displacement 4.808666e+01 3.766727e-01 5.264769e-05 3 Nonlinear solution status: time= 1.95991 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 1.730454e-03 0.000000e+00 energy 6.935769e+00 3.545295e-04 6.935769e-02 displacement 4.808666e+01 1.716284e-01 5.554174e-05 4 Nonlinear solution status: time= 1.95991 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 9.505741e-04 0.000000e+00 energy 6.935769e+00 2.482850e-04 6.935769e-02 displacement 4.808666e+01 7.639833e-02 5.610435e-05 5 Nonlinear solution status: time= 1.95991 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 2.887667e-04 0.000000e+00 energy 6.935769e+00 2.216125e-05 6.935769e-02 displacement 4.808666e+01 9.564994e-02 5.512487e-05 6 Nonlinear solution status: time= 1.95991 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 8.272025e-05 0.000000e+00 energy 6.935769e+00 2.812673e-05 6.935769e-02 displacement 4.808666e+01 1.422700e-02 5.408029e-05 7 Nonlinear solution status: time= 1.95991 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 8.874120e-06 0.000000e+00 energy 6.935769e+00 1.959951e-06 6.935769e-02 displacement 4.808666e+01 1.427812e-02 5.304561e-05 8 Nonlinear solution status: time= 1.95991 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 1.304093e-06 0.000000e+00 energy 6.935769e+00 3.828993e-07 6.935769e-02 displacement 4.808666e+01 1.242740e-04 5.299458e-05 9 Nonlinear solution status: time= 1.95991 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.992906e+01 5.384494e-08 0.000000e+00 energy 6.935769e+00 1.305362e-08 6.935769e-02 displacement 4.808666e+01 4.905299e-05 5.299992e-05 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.95991 Data Record #1 =========================================================================== Step = 40 Time = 1.95991292 Data = Fx;Fy;Fz 1 -0.941797 -46.7687 5.79062 AUTO STEPPER: increasing time step, dt = 0.0121955 ===== beginning time step 41 : 1.97211 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244715 1 Nonlinear solution status: time= 1.97211 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 9.137530e-02 0.000000e+00 energy 2.032928e+01 7.976065e-02 2.032928e-01 displacement 1.440615e+02 1.440615e+02 1.440615e-04 2 Nonlinear solution status: time= 1.97211 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 1.122913e-02 0.000000e+00 energy 2.032928e+01 3.331095e-03 2.032928e-01 displacement 1.440615e+02 9.298322e-01 1.558515e-04 3 Nonlinear solution status: time= 1.97211 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 8.276199e-03 0.000000e+00 energy 2.032928e+01 1.662522e-03 2.032928e-01 displacement 1.440615e+02 6.458389e-01 1.658292e-04 4 Nonlinear solution status: time= 1.97211 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 6.143155e-03 0.000000e+00 energy 2.032928e+01 9.038540e-04 2.032928e-01 displacement 1.440615e+02 6.207114e-01 1.748929e-04 5 Nonlinear solution status: time= 1.97211 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 4.968027e-03 0.000000e+00 energy 2.032928e+01 4.577938e-04 2.032928e-01 displacement 1.440615e+02 3.170514e-01 1.813119e-04 6 Nonlinear solution status: time= 1.97211 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 1.164065e-02 0.000000e+00 energy 2.032928e+01 8.144750e-04 2.032928e-01 displacement 1.440615e+02 2.607831e-01 1.882366e-04 7 Nonlinear solution status: time= 1.97211 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.123356 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 3.538602e-02 0.000000e+00 energy 2.032928e+01 7.272773e-04 2.032928e-01 displacement 1.440615e+02 2.953057e-01 1.968816e-04 8 Nonlinear solution status: time= 1.97211 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.215387 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 7.574436e-02 0.000000e+00 energy 2.032928e+01 4.430252e-04 2.032928e-01 displacement 1.440615e+02 3.922092e-01 2.074277e-04 9 Nonlinear solution status: time= 1.97211 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 7.720258e-02 0.000000e+00 energy 2.032928e+01 7.194217e-04 2.032928e-01 displacement 1.440615e+02 4.220752e-01 2.184648e-04 10 Nonlinear solution status: time= 1.97211 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 3.471132e-02 0.000000e+00 energy 2.032928e+01 2.465544e-03 2.032928e-01 displacement 1.440615e+02 1.707003e-01 2.217511e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244697 11 Nonlinear solution status: time= 1.97211 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 7.056520e-03 0.000000e+00 energy 2.032928e+01 1.038264e-03 2.032928e-01 displacement 1.440615e+02 8.268373e-01 2.313737e-04 12 Nonlinear solution status: time= 1.97211 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 1.403402e-03 0.000000e+00 energy 2.032928e+01 1.891768e-04 2.032928e-01 displacement 1.440615e+02 1.037011e-01 2.321131e-04 13 Nonlinear solution status: time= 1.97211 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 4.636889e-04 0.000000e+00 energy 2.032928e+01 1.164602e-04 2.032928e-01 displacement 1.440615e+02 3.066397e-02 2.309976e-04 14 Nonlinear solution status: time= 1.97211 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 4.834196e-04 0.000000e+00 energy 2.032928e+01 2.446900e-05 2.032928e-01 displacement 1.440615e+02 2.848118e-02 2.292830e-04 15 Nonlinear solution status: time= 1.97211 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 1.847420e-04 0.000000e+00 energy 2.032928e+01 9.787330e-06 2.032928e-01 displacement 1.440615e+02 2.663305e-02 2.313457e-04 16 Nonlinear solution status: time= 1.97211 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 3.202923e-05 0.000000e+00 energy 2.032928e+01 1.026091e-06 2.032928e-01 displacement 1.440615e+02 5.931757e-03 2.322705e-04 17 Nonlinear solution status: time= 1.97211 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 2.942514e-05 0.000000e+00 energy 2.032928e+01 1.819305e-06 2.032928e-01 displacement 1.440615e+02 1.496936e-03 2.318985e-04 18 Nonlinear solution status: time= 1.97211 stiffness updates = 7 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 1.687195e-05 0.000000e+00 energy 2.032928e+01 7.999378e-07 2.032928e-01 displacement 1.440615e+02 2.967641e-03 2.309663e-04 19 Nonlinear solution status: time= 1.97211 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.711951e+02 5.405629e-06 0.000000e+00 energy 2.032928e+01 8.562823e-07 2.032928e-01 displacement 1.440615e+02 2.053284e-04 2.306891e-04 convergence summary number of iterations : 19 number of reformations : 2 ------- converged at time : 1.97211 Data Record #1 =========================================================================== Step = 41 Time = 1.97210847 Data = Fx;Fy;Fz 1 -1.12439 -48.4372 5.83906 AUTO STEPPER: decreasing time step, dt = 0.00884758 ===== beginning time step 42 : 1.98096 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244697 1 Nonlinear solution status: time= 1.98096 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 4.192875e-02 0.000000e+00 energy 1.040367e+01 2.329581e-02 1.040367e-01 displacement 8.384756e+01 8.384756e+01 8.384756e-05 2 Nonlinear solution status: time= 1.98096 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 5.583355e-03 0.000000e+00 energy 1.040367e+01 1.257722e-03 1.040367e-01 displacement 8.384756e+01 3.164267e-01 8.640294e-05 3 Nonlinear solution status: time= 1.98096 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 2.322308e-03 0.000000e+00 energy 1.040367e+01 6.588425e-04 1.040367e-01 displacement 8.384756e+01 2.351959e-01 9.048013e-05 4 Nonlinear solution status: time= 1.98096 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 8.732190e-04 0.000000e+00 energy 1.040367e+01 1.996550e-04 1.040367e-01 displacement 8.384756e+01 1.676985e-01 9.237573e-05 5 Nonlinear solution status: time= 1.98096 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 1.428042e-04 0.000000e+00 energy 1.040367e+01 1.171043e-06 1.040367e-01 displacement 8.384756e+01 3.877125e-02 9.350969e-05 6 Nonlinear solution status: time= 1.98096 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 2.985481e-05 0.000000e+00 energy 1.040367e+01 1.057141e-06 1.040367e-01 displacement 8.384756e+01 4.226471e-03 9.297033e-05 7 Nonlinear solution status: time= 1.98096 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 4.790372e-06 0.000000e+00 energy 1.040367e+01 4.479991e-07 1.040367e-01 displacement 8.384756e+01 1.268579e-03 9.263784e-05 8 Nonlinear solution status: time= 1.98096 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 5.541740e-07 0.000000e+00 energy 1.040367e+01 1.157463e-07 1.040367e-01 displacement 8.384756e+01 1.033039e-04 9.255498e-05 9 Nonlinear solution status: time= 1.98096 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404647e+02 1.144082e-07 0.000000e+00 energy 1.040367e+01 1.994287e-08 1.040367e-01 displacement 8.384756e+01 1.679784e-05 9.252886e-05 convergence summary number of iterations : 9 number of reformations : 1 ------- converged at time : 1.98096 Data Record #1 =========================================================================== Step = 42 Time = 1.98095605 Data = Fx;Fy;Fz 1 -1.23653 -49.8554 5.88938 AUTO STEPPER: increasing time step, dt = 0.0137782 ===== beginning time step 43 : 1.99473 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244697 1 Nonlinear solution status: time= 1.99473 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 1.687706e-01 0.000000e+00 energy 2.583509e+01 1.336329e-01 2.583509e-01 displacement 2.038689e+02 2.038689e+02 2.038689e-04 2 Nonlinear solution status: time= 1.99473 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 1.913314e-02 0.000000e+00 energy 2.583509e+01 4.002083e-03 2.583509e-01 displacement 2.038689e+02 6.737698e-01 2.054669e-04 3 Nonlinear solution status: time= 1.99473 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 6.528081e-03 0.000000e+00 energy 2.583509e+01 1.553364e-03 2.583509e-01 displacement 2.038689e+02 7.019859e-01 2.172243e-04 4 Nonlinear solution status: time= 1.99473 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 1.443590e-03 0.000000e+00 energy 2.583509e+01 2.291689e-04 2.583509e-01 displacement 2.038689e+02 2.990181e-01 2.245019e-04 5 Nonlinear solution status: time= 1.99473 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 3.062480e-04 0.000000e+00 energy 2.583509e+01 5.237898e-05 2.583509e-01 displacement 2.038689e+02 2.425556e-02 2.255447e-04 6 Nonlinear solution status: time= 1.99473 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 8.654491e-05 0.000000e+00 energy 2.583509e+01 9.649758e-06 2.583509e-01 displacement 2.038689e+02 8.356652e-03 2.250107e-04 7 Nonlinear solution status: time= 1.99473 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 1.040129e-05 0.000000e+00 energy 2.583509e+01 1.579667e-06 2.583509e-01 displacement 2.038689e+02 9.457804e-04 2.249372e-04 8 Nonlinear solution status: time= 1.99473 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.607047e+02 8.340263e-07 0.000000e+00 energy 2.583509e+01 1.587607e-07 2.583509e-01 displacement 2.038689e+02 1.550227e-04 2.247013e-04 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 1.99473 Data Record #1 =========================================================================== Step = 43 Time = 1.99473429 Data = Fx;Fy;Fz 1 -1.40616 -52.1803 5.99235 AUTO STEPPER: increasing time step, dt = 0.0239553 MUST POINT CONTROLLER: adjusting time step. dt = 0.00526571 ===== beginning time step 44 : 2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 200889 Nr of nonzeroes in stiffness matrix ....... : 4244715 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 5.950256e+01 1.978091e-02 0.000000e+00 energy 3.990831e+00 2.187245e-02 3.990831e-02 displacement 3.069358e+01 3.069358e+01 3.069358e-05 2 Nonlinear solution status: time= 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 5.950256e+01 1.424212e-03 0.000000e+00 energy 3.990831e+00 4.460918e-04 3.990831e-02 displacement 3.069358e+01 8.002535e-02 2.953402e-05 3 Nonlinear solution status: time= 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 5.950256e+01 3.518432e-04 0.000000e+00 energy 3.990831e+00 1.955954e-04 3.990831e-02 displacement 3.069358e+01 6.966933e-02 3.103834e-05 4 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.950256e+01 1.477986e-04 0.000000e+00 energy 3.990831e+00 3.608797e-05 3.990831e-02 displacement 3.069358e+01 4.954476e-02 3.211183e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.950256e+01 3.748354e-05 0.000000e+00 energy 3.990831e+00 1.357161e-05 3.990831e-02 displacement 3.069358e+01 7.035583e-03 3.252338e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.950256e+01 6.244394e-06 0.000000e+00 energy 3.990831e+00 1.121234e-06 3.990831e-02 displacement 3.069358e+01 2.745160e-03 3.254985e-05 7 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.950256e+01 5.241395e-07 0.000000e+00 energy 3.990831e+00 1.638904e-07 3.990831e-02 displacement 3.069358e+01 1.602758e-04 3.249222e-05 8 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.950256e+01 1.257356e-07 0.000000e+00 energy 3.990831e+00 3.935256e-08 3.990831e-02 displacement 3.069358e+01 3.007312e-05 3.245769e-05 convergence summary number of iterations : 8 number of reformations : 1 ------- converged at time : 2 Data Record #1 =========================================================================== Step = 44 Time = 2 Data = Fx;Fy;Fz 1 -1.47418 -53.1144 6.03781 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 .................... : 44 Total number of equilibrium iterations ............ : 504 Average number of equilibrium iterations .......... : 11.4545 Total number of right hand evaluations ............ : 639 Total number of stiffness reformations ............ : 78 Time in linear solver: 0:11:00 Elapsed time : 0:29:53 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:08 (8 sec) Solve time ...................... : 0:29:53 (1793 sec) IO-time (plot, dmp, data) .... : 0:00:02 (2 sec) reforming stiffness .......... : 0:02:55 (175 sec) evaluating stiffness ......... : 0:09:57 (597 sec) evaluating residual .......... : 0:00:53 (53 sec) model update ................. : 0:01:23 (83 sec) time in linear solver ........ : 0:12:26 (746 sec) Total elapsed time .............. : 0:30:02 (1802 sec) N O R M A L T E R M I N A T I O N