=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 - 1 . 2 . 2 . 1337 --- Musculoskeletal Research Laboratory University of Utah http://mrl.sci.utah.edu copyright (c) 2006-2010 - All rights reserved =========================================================================== tf_joint FILES USED =========================================================================== Input file : tf_joint.feb Plot file : tf_joint.plt Log file : tf_joint.log CONTROL DATA =========================================================================== Module type ...................................... : 0 eq. 0: solid mechanics eq. 1: poroelastic eq. 2: heat transfer Analysis type .................................. : 1 eq. 0: quasi-static eq. 1: dynamic Plane strain mode .............................. : no Number of materials ............................ : 15 Number of nodes ................................ : 96853 Number of solid elements ....................... : 56433 Number of shell elements ....................... : 25220 Number of truss elements ....................... : 0 Number of timesteps ............................ : 30 Time step size ................................. : 1 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0 Number of loadcurves ........................... : 4 Number of displacement boundary conditions ..... : 0 Number of pressure boundary cards .............. : 0 Number of constant traction boundary cards ..... : 0 Number of fluid flux boundary cards .............: 0 Number of concentrated nodal forces ............ : 0 Max nr of stiffness reformations ............... : 50 per time steps Max nr of Quasi-Newton iterations .............. : 0 between stiffness matrix reformations Displacement convergence tolerance ............. : 0.01 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Linesearch convergence tolerance ............... : 0.5 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 100000 OUTPUT DATA =========================================================================== plot level ................................ : must points only shell strains included .................... : No plot file field data: displacement ...................... : displacement velocity .......................... : velocity acceleration ...................... : acceleration temperature........................ : contact pressure MATERIAL DATA =========================================================================== 1 - rigid body (femur) density ........................................... : : 8.24e-09 E ................................................. : : 1 v ................................................. : : 0 --------------------------------------------------------------------------- 2 - rigid body (tibia) density ........................................... : : 7.55e-09 E ................................................. : : 1 v ................................................. : : 0 --------------------------------------------------------------------------- 3 - Mooney-Rivlin (fcartb) density ........................................... : : 1e-09 k ................................................. : : 8 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 4 - Mooney-Rivlin (fcartm) density ........................................... : : 1e-09 k ................................................. : : 8 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 5 - Mooney-Rivlin (fcartt) density ........................................... : : 1e-09 k ................................................. : : 8 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 6 - Mooney-Rivlin (tcartb) density ........................................... : : 1e-09 k ................................................. : : 8 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 7 - Mooney-Rivlin (tcartm) density ........................................... : : 1e-09 k ................................................. : : 8 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 8 - Mooney-Rivlin (tcartt) density ........................................... : : 1e-09 k ................................................. : : 8 laugon ............................................ : : 0 atol .............................................. : : 0.01 c1 ................................................ : : 0.856 c2 ................................................ : : 0 --------------------------------------------------------------------------- 9 - Fung orthotropic (lat meni) density ........................................... : : 1e-09 k ................................................. : : 10 laugon ............................................ : : 0 atol .............................................. : : 0.01 E1 ................................................ : : 125 E2 ................................................ : : 27.5 E3 ................................................ : : 27.5 G12 ............................................... : : 2 G23 ............................................... : : 12.5 G31 ............................................... : : 2 v12 ............................................... : : 0.1 v23 ............................................... : : 0.33 v31 ............................................... : : 0.1 c ................................................. : : 1 --------------------------------------------------------------------------- 10 - Fung orthotropic (med meni) density ........................................... : : 1e-09 k ................................................. : : 10 laugon ............................................ : : 0 atol .............................................. : : 0.01 E1 ................................................ : : 125 E2 ................................................ : : 27.5 E3 ................................................ : : 27.5 G12 ............................................... : : 2 G23 ............................................... : : 12.5 G31 ............................................... : : 2 v12 ............................................... : : 0.1 v23 ............................................... : : 0.33 v31 ............................................... : : 0.1 c ................................................. : : 1 --------------------------------------------------------------------------- 11 - trans iso Mooney-Rivlin (acl) density ........................................... : : 1e-09 k ................................................. : : 73.2 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.0139 c4 ................................................ : : 116.22 c5 ................................................ : : 535.039 lam_max ........................................... : : 1.046 c1 ................................................ : : 1.95 c2 ................................................ : : 0 --------------------------------------------------------------------------- 12 - trans iso Mooney-Rivlin (aclfiber) density ........................................... : : 1.5e-09 k ................................................. : : 73.2 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.0139 c4 ................................................ : : 116.22 c5 ................................................ : : 535.039 lam_max ........................................... : : 1.046 c1 ................................................ : : 1.95 c2 ................................................ : : 0 --------------------------------------------------------------------------- 13 - trans iso Mooney-Rivlin (pcl) density ........................................... : : 1e-09 k ................................................. : : 122 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.1196 c4 ................................................ : : 87.178 c5 ................................................ : : 431.063 lam_max ........................................... : : 1.035 c1 ................................................ : : 3.25 c2 ................................................ : : 0 --------------------------------------------------------------------------- 14 - trans iso Mooney-Rivlin (mcl) density ........................................... : : 1e-09 k ................................................. : : 397 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.57 c4 ................................................ : : 48 c5 ................................................ : : 467.1 lam_max ........................................... : : 1.063 c1 ................................................ : : 1.44 c2 ................................................ : : 0 --------------------------------------------------------------------------- 15 - trans iso Mooney-Rivlin (lcl) density ........................................... : : 1e-09 k ................................................. : : 397 laugon ............................................ : : 0 atol .............................................. : : 0.01 c3 ................................................ : : 0.57 c4 ................................................ : : 48 c5 ................................................ : : 467.1 lam_max ........................................... : : 1.063 c1 ................................................ : : 1.44 c2 ................................................ : : 0 LOADCURVE DATA =========================================================================== 1 0 0 0 1 --------------------------------------------------------------------------- 2 0 0 5 5 10 5 15 5 20 5 25 5 30 5 --------------------------------------------------------------------------- 3 0 0 0.555556 0.297668 1.11111 0.529492 1.66667 0.703704 2.22222 0.828532 2.77778 0.912209 3.33333 0.962963 3.88889 0.989026 4.44444 0.998628 5 1 --------------------------------------------------------------------------- 4 0 0 2.5 0 4 0 4.99 0 5 0 18.0504 0.413452 29 0.999 29.5 0.9999 30 1 CONTACT INTERFACE DATA =========================================================================== contact interface 1: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 1377 --------------------------------------------------------------------------- contact interface 2: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 1572 --------------------------------------------------------------------------- contact interface 3: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 660 --------------------------------------------------------------------------- contact interface 4: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 1456 slave segments : 660 --------------------------------------------------------------------------- contact interface 5: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 1377 slave segments : 660 --------------------------------------------------------------------------- contact interface 6: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 1572 slave segments : 660 --------------------------------------------------------------------------- contact interface 7: Type : facet-to-facet sliding Penalty factor : 100 Auto-penalty : off Two-pass algorithm : on Augmented Lagrangian : off master segments : 807 slave segments : 984 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 1 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 48403 at gauss point 6 * * jacobian = -0.000370402 * * * ************************************************************************* ------- failed to converge at time : 1 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 0.5 ===== 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.010527 convergence norms : INITIAL CURRENT REQUIRED residual 5.980105e+03 2.521641e+03 0.000000e+00 energy 3.042286e+02 1.021890e+00 3.042286e+00 displacement 1.752945e+06 1.942593e+02 1.942593e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155519 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.980105e+03 8.454163e+09 0.000000e+00 energy 3.042286e+02 1.329812e+06 3.042286e+00 displacement 1.752945e+06 6.312320e+05 6.530807e+01 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7163196 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 4590 at gauss point 7 * * jacobian = -0.0307143 * * * ************************************************************************* ------- failed to converge at time : 0.5 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.25 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 0.25 ===== 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.016579 convergence norms : INITIAL CURRENT REQUIRED residual 5.448352e+03 1.033691e+03 0.000000e+00 energy 2.332647e+02 4.407485e-01 2.332647e+00 displacement 4.904255e+05 1.348047e+02 1.348047e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155096 2 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.448352e+03 1.022357e+09 0.000000e+00 energy 2.332647e+02 3.112177e+05 2.332647e+00 displacement 4.904255e+05 1.782029e+05 1.878351e+01 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160388 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 5343 at gauss point 7 * * jacobian = -0.0483324 * * * ************************************************************************* ------- failed to converge at time : 0.25 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 0.125 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 0.125 ===== 1 Nonlinear solution status: time= 0.125 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.026115 convergence norms : INITIAL CURRENT REQUIRED residual 5.299307e+03 3.975211e+02 0.000000e+00 energy 2.133738e+02 1.799982e-01 2.133738e+00 displacement 1.365208e+05 9.310488e+01 9.310488e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153800 2 Nonlinear solution status: time= 0.125 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.299307e+03 9.175788e+07 0.000000e+00 energy 2.133738e+02 6.436086e+04 2.133738e+00 displacement 1.365208e+05 4.677443e+04 5.076914e+00 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157175 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 8504 at gauss point 3 * * jacobian = -0.0088793 * * * ************************************************************************* ------- failed to converge at time : 0.125 Retrying time step. Retry attempt 4 of max 10 AUTO STEPPER: retry step, dt = 0.0625 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 0.0625 ===== 1 Nonlinear solution status: time= 0.0625 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.033872 convergence norms : INITIAL CURRENT REQUIRED residual 5.259955e+03 7.249014e+01 0.000000e+00 energy 2.081204e+02 5.840633e-02 2.081204e+00 displacement 4.306309e+04 4.940561e+01 4.940561e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154430 2 Nonlinear solution status: time= 0.0625 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.259955e+03 7.577636e+06 0.000000e+00 energy 2.081204e+02 1.236209e+04 2.081204e+00 displacement 4.306309e+04 1.160467e+04 1.290282e+00 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160415 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 9906 at gauss point 8 * * jacobian = -0.00425465 * * * ************************************************************************* ------- failed to converge at time : 0.0625 Retrying time step. Retry attempt 5 of max 10 AUTO STEPPER: retry step, dt = 0.03125 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 0.03125 ===== 1 Nonlinear solution status: time= 0.03125 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.038389 convergence norms : INITIAL CURRENT REQUIRED residual 5.249850e+03 7.970128e+00 0.000000e+00 energy 2.067657e+02 1.537229e-02 2.067657e+00 displacement 1.904738e+04 2.807017e+01 2.807017e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154421 2 Nonlinear solution status: time= 0.03125 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.249850e+03 3.238113e+05 0.000000e+00 energy 2.067657e+02 1.158344e+03 2.067657e+00 displacement 1.904738e+04 2.486124e+03 2.819195e-01 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154790 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 10544 at gauss point 7 * * jacobian = -0.0142584 * * * ************************************************************************* ------- failed to converge at time : 0.03125 Retrying time step. Retry attempt 6 of max 10 AUTO STEPPER: retry step, dt = 0.015625 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153539 ===== beginning time step 1 : 0.015625 ===== 1 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.041158 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.117214e+00 0.000000e+00 energy 2.063993e+02 2.658282e-03 2.063993e+00 displacement 1.269543e+04 2.150603e+01 2.150603e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155213 2 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 2 step from line search = 0.018586 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.123950e+00 0.000000e+00 energy 2.063993e+02 2.779736e-03 2.063993e+00 displacement 1.269543e+04 5.640722e-01 2.400955e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153782 3 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 3 step from line search = 0.021708 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.140096e+00 0.000000e+00 energy 2.063993e+02 3.128010e-03 2.063993e+00 displacement 1.269543e+04 7.414885e-01 2.826317e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154556 4 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 4 step from line search = 0.022732 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.161689e+00 0.000000e+00 energy 2.063993e+02 3.140351e-03 2.063993e+00 displacement 1.269543e+04 7.820390e-01 3.417157e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154790 5 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 5 step from line search = 0.023031 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.186035e+00 0.000000e+00 energy 2.063993e+02 3.045748e-03 2.063993e+00 displacement 1.269543e+04 7.715795e-01 4.158551e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154844 6 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 33 stiffness matrix reformations = 6 step from line search = 0.023178 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.212497e+00 0.000000e+00 energy 2.063993e+02 2.932885e-03 2.063993e+00 displacement 1.269543e+04 7.512262e-01 5.041043e-03 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154844 7 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 39 stiffness matrix reformations = 7 step from line search = 0.023294 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.239740e+00 0.000000e+00 energy 2.063993e+02 2.819570e-03 2.063993e+00 displacement 1.269543e+04 7.293428e-01 6.057213e-03 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154520 8 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 45 stiffness matrix reformations = 8 step from line search = 0.023391 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.267473e+00 0.000000e+00 energy 2.063993e+02 2.707695e-03 2.063993e+00 displacement 1.269543e+04 7.067979e-01 7.199687e-03 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155492 9 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 51 stiffness matrix reformations = 9 step from line search = 0.023403 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.294324e+00 0.000000e+00 energy 2.063993e+02 2.590623e-03 2.063993e+00 displacement 1.269543e+04 6.799665e-01 8.457224e-03 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156086 10 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 57 stiffness matrix reformations = 10 step from line search = 0.023437 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.320057e+00 0.000000e+00 energy 2.063993e+02 2.480845e-03 2.063993e+00 displacement 1.269543e+04 6.553932e-01 9.823738e-03 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155780 11 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 63 stiffness matrix reformations = 11 step from line search = 0.136689 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 7.023554e+00 0.000000e+00 energy 2.063993e+02 1.182704e-02 2.063993e+00 displacement 1.269543e+04 2.142482e+01 2.015161e-02 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156023 12 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 69 stiffness matrix reformations = 12 step from line search = 0.031143 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 6.934505e+00 0.000000e+00 energy 2.063993e+02 2.704673e-03 2.063993e+00 displacement 1.269543e+04 8.408682e-01 2.258517e-02 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155339 13 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 73 stiffness matrix reformations = 13 step from line search = 0.146300 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.351381e+01 0.000000e+00 energy 2.063993e+02 5.377539e-03 2.063993e+00 displacement 1.269543e+04 1.759624e+01 3.586249e-02 Reforming stiffness matrix: reformation #13 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154997 14 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 79 stiffness matrix reformations = 14 step from line search = 0.033379 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.287772e+01 0.000000e+00 energy 2.063993e+02 2.005180e-03 2.063993e+00 displacement 1.269543e+04 5.389299e-01 3.834120e-02 Reforming stiffness matrix: reformation #14 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155321 15 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 83 stiffness matrix reformations = 15 step from line search = 0.075053 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.223547e+01 0.000000e+00 energy 2.063993e+02 2.082734e-03 2.063993e+00 displacement 1.269543e+04 2.411206e+00 4.407933e-02 Reforming stiffness matrix: reformation #15 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7153773 16 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 89 stiffness matrix reformations = 16 step from line search = 0.304354 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 3.150978e+01 0.000000e+00 energy 2.063993e+02 9.506945e-03 2.063993e+00 displacement 1.269543e+04 4.322644e+01 7.195791e-02 Reforming stiffness matrix: reformation #16 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155303 17 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 95 stiffness matrix reformations = 17 step from line search = 0.090538 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 2.661062e+01 0.000000e+00 energy 2.063993e+02 2.193970e-03 2.063993e+00 displacement 1.269543e+04 2.190281e+00 7.698609e-02 Reforming stiffness matrix: reformation #17 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155267 18 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 99 stiffness matrix reformations = 18 step from line search = 0.356283 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 1.460089e+01 0.000000e+00 energy 2.063993e+02 2.555668e-03 2.063993e+00 displacement 1.269543e+04 2.480396e+01 9.968713e-02 Reforming stiffness matrix: reformation #18 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154979 19 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 100 stiffness matrix reformations = 19 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 2.532552e+00 0.000000e+00 energy 2.063993e+02 3.963026e-06 2.063993e+00 displacement 1.269543e+04 7.821014e+01 1.494810e-01 Reforming stiffness matrix: reformation #19 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155384 20 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 101 stiffness matrix reformations = 20 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 4.905475e-01 0.000000e+00 energy 2.063993e+02 3.247214e-04 2.063993e+00 displacement 1.269543e+04 6.599105e+00 1.631352e-01 Reforming stiffness matrix: reformation #20 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154349 21 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 107 stiffness matrix reformations = 21 step from line search = 0.268552 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 4.930360e-01 0.000000e+00 energy 2.063993e+02 2.518466e-04 2.063993e+00 displacement 1.269543e+04 7.201347e-01 1.666886e-01 Reforming stiffness matrix: reformation #21 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154691 22 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 113 stiffness matrix reformations = 22 step from line search = 0.369043 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 4.903824e-01 0.000000e+00 energy 2.063993e+02 2.020250e-04 2.063993e+00 displacement 1.269543e+04 6.345756e-01 1.704424e-01 Reforming stiffness matrix: reformation #22 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154619 23 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 114 stiffness matrix reformations = 23 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.010362e-01 0.000000e+00 energy 2.063993e+02 3.822656e-05 2.063993e+00 displacement 1.269543e+04 2.986578e+00 1.783288e-01 Reforming stiffness matrix: reformation #23 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154385 24 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 115 stiffness matrix reformations = 24 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.074930e-01 0.000000e+00 energy 2.063993e+02 1.241115e-04 2.063993e+00 displacement 1.269543e+04 1.009897e+01 1.824444e-01 Reforming stiffness matrix: reformation #24 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155123 25 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 116 stiffness matrix reformations = 25 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.074080e-01 0.000000e+00 energy 2.063993e+02 9.285484e-05 2.063993e+00 displacement 1.269543e+04 3.986698e+00 1.874376e-01 Reforming stiffness matrix: reformation #25 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155294 26 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 117 stiffness matrix reformations = 26 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.199967e-01 0.000000e+00 energy 2.063993e+02 3.007307e-05 2.063993e+00 displacement 1.269543e+04 4.855881e+00 1.912163e-01 Reforming stiffness matrix: reformation #26 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155528 27 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 123 stiffness matrix reformations = 27 step from line search = 0.461795 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.152656e-01 0.000000e+00 energy 2.063993e+02 5.047961e-05 2.063993e+00 displacement 1.269543e+04 1.272819e+00 1.944094e-01 Reforming stiffness matrix: reformation #27 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155573 28 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 126 stiffness matrix reformations = 28 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.987309e-01 0.000000e+00 energy 2.063993e+02 6.766476e-03 2.063993e+00 displacement 1.269543e+04 1.137999e+00 1.977851e-01 Reforming stiffness matrix: reformation #28 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155834 29 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 127 stiffness matrix reformations = 29 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 5.208665e-01 0.000000e+00 energy 2.063993e+02 7.456175e-05 2.063993e+00 displacement 1.269543e+04 3.511287e+00 2.006874e-01 Reforming stiffness matrix: reformation #29 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156176 30 Nonlinear solution status: time= 0.015625 stiffness updates = 0 right hand side evaluations = 128 stiffness matrix reformations = 30 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247291e+03 4.909538e-01 0.000000e+00 energy 2.063993e+02 4.626920e-05 2.063993e+00 displacement 1.269543e+04 4.973254e-02 2.002665e-01 convergence summary number of iterations : 30 number of reformations : 30 ------- converged at time : 0.015625 AUTO STEPPER: decreasing time step, dt = 0.00944375 Data Record #1 =========================================================================== Step = 1 Time = 0.015625 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.000451051 -0.00509638 -0.926781 4.67347 0.00997445 -0.0160521 Data Record #2 =========================================================================== Step = 1 Time = 0.015625 Data = Fx;Fy;Fz;Mx;My;Mz 2 -4.73523 3.90798 -1.43553 21.6218 47.2004 7.70456 Data Record #3 =========================================================================== Step = 1 Time = 0.015625 Data = x;y;z;qx;qy;qz;qw 1 -0.058137 -0.077503 -0.179738 0 -0.00033788 0.00101583 0.999999 Data Record #4 =========================================================================== Step = 1 Time = 0.015625 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155375 ===== beginning time step 2 : 0.0250687 ===== 1 Nonlinear solution status: time= 0.0250687 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 9.197972e-01 4.549324e+04 0.000000e+00 energy 9.206158e-02 2.940043e+02 9.206158e-04 displacement 1.191055e+03 2.977636e+02 2.977636e-02 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157229 2 Nonlinear solution status: time= 0.0250687 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.097949 convergence norms : INITIAL CURRENT REQUIRED residual 4.549324e+04 3.640426e+04 0.000000e+00 energy 2.940043e+02 2.268778e+00 2.940043e+00 displacement 1.191055e+03 1.059888e+02 3.546853e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157130 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 22441 at gauss point 7 * * jacobian = -0.000934216 * * * ************************************************************************* ------- failed to converge at time : 0.0250687 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.00472187 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155375 ===== beginning time step 2 : 0.0203469 ===== 1 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.016731 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 8.084358e-01 0.000000e+00 energy 5.138207e-02 8.453048e-04 5.138207e-04 displacement 4.019699e+02 1.125170e-01 1.125170e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154547 2 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.029960 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 8.066452e-01 0.000000e+00 energy 5.138207e-02 1.463228e-03 5.138207e-04 displacement 4.019699e+02 3.589470e-01 8.731547e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154547 3 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 3 step from line search = 0.011587 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 8.020027e-01 0.000000e+00 energy 5.138207e-02 5.447038e-04 5.138207e-04 displacement 4.019699e+02 5.069184e-02 1.344590e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154484 4 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 4 step from line search = 0.011582 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 7.975890e-01 0.000000e+00 energy 5.138207e-02 5.305736e-04 5.138207e-04 displacement 4.019699e+02 4.938844e-02 1.909343e-04 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154529 5 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 5 step from line search = 0.048352 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 8.192456e-01 0.000000e+00 energy 5.138207e-02 2.074677e-03 5.138207e-04 displacement 4.019699e+02 8.388403e-01 5.279038e-04 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155060 6 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 6 step from line search = 0.026834 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 8.465022e-01 0.000000e+00 energy 5.138207e-02 2.437061e-04 5.138207e-04 displacement 4.019699e+02 2.360692e-01 7.747722e-04 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155312 7 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 41 stiffness matrix reformations = 7 step from line search = 0.041763 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 8.387793e-01 0.000000e+00 energy 5.138207e-02 1.304353e-03 5.138207e-04 displacement 4.019699e+02 3.730540e-01 1.125906e-03 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155096 8 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 47 stiffness matrix reformations = 8 step from line search = 0.152304 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 1.089014e+00 0.000000e+00 energy 5.138207e-02 3.855702e-03 5.138207e-04 displacement 4.019699e+02 4.587528e+00 2.946572e-03 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155915 9 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 53 stiffness matrix reformations = 9 step from line search = 0.151127 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 1.224770e+00 0.000000e+00 energy 5.138207e-02 2.680024e-03 5.138207e-04 displacement 4.019699e+02 3.256460e+00 5.172797e-03 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154970 10 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 59 stiffness matrix reformations = 10 step from line search = 0.073008 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 1.171403e+00 0.000000e+00 energy 5.138207e-02 9.930243e-04 5.138207e-04 displacement 4.019699e+02 5.763169e-01 6.269525e-03 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155429 11 Nonlinear solution status: time= 0.0203469 stiffness updates = 0 right hand side evaluations = 65 stiffness matrix reformations = 11 step from line search = 0.106124 convergence norms : INITIAL CURRENT REQUIRED residual 8.142996e-01 1.106378e+00 0.000000e+00 energy 5.138207e-02 1.115439e-03 5.138207e-04 displacement 4.019699e+02 1.041304e+00 7.901936e-03 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155609 12 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 24286 at gauss point 1 * * jacobian = -0.0154946 * * * ************************************************************************* ------- failed to converge at time : 0.0203469 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.00236094 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155375 ===== beginning time step 2 : 0.0179859 ===== 1 Nonlinear solution status: time= 0.0179859 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.067801 convergence norms : INITIAL CURRENT REQUIRED residual 1.201111e+00 1.150457e+00 0.000000e+00 energy 4.233541e-02 2.675364e-03 4.233541e-04 displacement 1.354871e+02 6.228232e-01 6.228232e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155573 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 11755 at gauss point 4 * * jacobian = -0.00734548 * * * ************************************************************************* ------- failed to converge at time : 0.0179859 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 0.00118047 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155375 ===== beginning time step 2 : 0.0168055 ===== 1 Nonlinear solution status: time= 0.0168055 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.463213 convergence norms : INITIAL CURRENT REQUIRED residual 2.805840e+00 1.968691e+00 0.000000e+00 energy 4.100437e-02 9.371651e-03 4.100437e-04 displacement 4.221033e+01 9.056899e+00 9.056899e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155483 2 Nonlinear solution status: time= 0.0168055 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 2 step from line search = 0.339404 convergence norms : INITIAL CURRENT REQUIRED residual 2.805840e+00 1.305312e+00 0.000000e+00 energy 4.100437e-02 1.865432e-03 4.100437e-04 displacement 4.221033e+01 1.408156e+00 1.759792e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7154736 3 Nonlinear solution status: time= 0.0168055 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.805840e+00 7.078765e-01 0.000000e+00 energy 4.100437e-02 2.315213e-03 4.100437e-04 displacement 4.221033e+01 5.248881e+00 4.182693e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156095 4 Nonlinear solution status: time= 0.0168055 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.805840e+00 5.581807e-01 0.000000e+00 energy 4.100437e-02 9.998772e-05 4.100437e-04 displacement 4.221033e+01 5.325053e-02 4.273777e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156392 5 Nonlinear solution status: time= 0.0168055 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.805840e+00 5.377370e-01 0.000000e+00 energy 4.100437e-02 3.189541e-05 4.100437e-04 displacement 4.221033e+01 1.880630e-03 4.273685e-03 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 0.0168055 AUTO STEPPER: increasing time step, dt = 0.00590234 Data Record #1 =========================================================================== Step = 2 Time = 0.0168054685 Data = Fx;Fy;Fz;Mx;My;Mz 1 -2.11551e-06 2.68808e-05 -0.997019 6.25539 -8.65532e-06 8.56595e-05 Data Record #2 =========================================================================== Step = 2 Time = 0.0168054685 Data = Fx;Fy;Fz;Mx;My;Mz 2 -4.95686 3.85951 -1.40394 19.8899 50.9827 10.2123 Data Record #3 =========================================================================== Step = 2 Time = 0.0168054685 Data = x;y;z;qx;qy;qz;qw 1 -0.0640569 -0.0903405 -0.202302 -7.05102e-08 -0.000456723 0.00116445 0.999999 Data Record #4 =========================================================================== Step = 2 Time = 0.0168054685 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156464 ===== beginning time step 3 : 0.0227078 ===== 1 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 9.731927e-01 9.556054e+01 0.000000e+00 energy 2.795975e-02 2.133920e+00 2.795975e-04 displacement 3.188049e+02 7.970124e+01 7.970124e-03 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156905 2 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 2 step from line search = 0.558026 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 2.229733e+01 0.000000e+00 energy 2.133920e+00 1.124008e-01 2.133920e-02 displacement 3.188049e+02 6.339652e+00 1.109805e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156356 3 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 5.206167e+00 0.000000e+00 energy 2.133920e+00 3.027416e-02 2.133920e-02 displacement 3.188049e+02 1.293074e+01 1.191667e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156779 4 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 0.593084 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 5.104878e+00 0.000000e+00 energy 2.133920e+00 9.496561e-03 2.133920e-02 displacement 3.188049e+02 1.370790e+01 1.614107e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157418 5 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 5 step from line search = 0.631258 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 2.081182e+00 0.000000e+00 energy 2.133920e+00 3.018586e-03 2.133920e-02 displacement 3.188049e+02 5.128123e+00 1.966174e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157517 6 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 6 step from line search = 0.583131 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 1.233204e+00 0.000000e+00 energy 2.133920e+00 1.255544e-03 2.133920e-02 displacement 3.188049e+02 6.807359e-01 2.075075e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158264 7 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 1.012512e+00 0.000000e+00 energy 2.133920e+00 2.186983e-04 2.133920e-02 displacement 3.188049e+02 7.299489e-01 2.062038e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157004 8 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 8.887182e-01 0.000000e+00 energy 2.133920e+00 5.077330e-05 2.133920e-02 displacement 3.188049e+02 1.783659e-01 2.047825e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156761 9 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 8.628981e-01 0.000000e+00 energy 2.133920e+00 4.785650e-05 2.133920e-02 displacement 3.188049e+02 8.476044e-02 2.004216e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156635 10 Nonlinear solution status: time= 0.0227078 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.556054e+01 8.353972e-01 0.000000e+00 energy 2.133920e+00 4.608189e-05 2.133920e-02 displacement 3.188049e+02 1.885337e-03 1.995157e-02 convergence summary number of iterations : 10 number of reformations : 10 ------- converged at time : 0.0227078 Data Record #1 =========================================================================== Step = 3 Time = 0.0227078108 Data = Fx;Fy;Fz;Mx;My;Mz 1 1.29242e-05 -0.000164997 -1.34574 5.44429 0.000285581 -0.000522978 Data Record #2 =========================================================================== Step = 3 Time = 0.0227078108 Data = Fx;Fy;Fz;Mx;My;Mz 2 1.56928 3.70599 -1.64325 -0.949464 -17.7624 2.21643 Data Record #3 =========================================================================== Step = 3 Time = 0.0227078108 Data = x;y;z;qx;qy;qz;qw 1 -0.0443316 -0.12666 -0.23096 -3.60386e-07 -0.000702647 0.00115676 0.999999 Data Record #4 =========================================================================== Step = 3 Time = 0.0227078108 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156626 ===== beginning time step 4 : 0.0286102 ===== 1 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.017239 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 1.944861e+00 0.000000e+00 energy 4.444929e-02 7.531705e-04 4.444929e-04 displacement 4.964774e+02 1.475440e-01 1.475440e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156779 2 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.022709 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 1.792245e+00 0.000000e+00 energy 4.444929e-02 9.528896e-04 4.444929e-04 displacement 4.964774e+02 2.477180e-01 7.776193e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157202 3 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 3 step from line search = 0.022000 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 1.665710e+00 0.000000e+00 energy 4.444929e-02 8.591702e-04 4.444929e-04 displacement 4.964774e+02 2.229891e-01 1.832916e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157634 4 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 4 step from line search = 0.334291 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 1.976410e+02 0.000000e+00 energy 4.444929e-02 4.426547e-03 4.444929e-04 displacement 4.964774e+02 4.794526e+01 6.838836e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158084 5 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 5 step from line search = 0.314534 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 2.144909e+02 0.000000e+00 energy 4.444929e-02 8.507513e-04 4.444929e-04 displacement 4.964774e+02 1.426975e+01 1.440072e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158228 6 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 6 step from line search = 0.337419 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 1.638688e+02 0.000000e+00 energy 4.444929e-02 2.866418e-03 4.444929e-04 displacement 4.964774e+02 9.495391e+00 2.270130e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158075 7 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 33 stiffness matrix reformations = 7 step from line search = 0.324486 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 9.581915e+01 0.000000e+00 energy 4.444929e-02 8.761391e-04 4.444929e-04 displacement 4.964774e+02 4.059198e+00 2.907254e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158363 8 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 34 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 1.989990e+01 0.000000e+00 energy 4.444929e-02 3.258957e-04 4.444929e-04 displacement 4.964774e+02 1.859962e+01 4.418880e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159533 9 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 8.827104e-01 0.000000e+00 energy 4.444929e-02 1.275160e-04 4.444929e-04 displacement 4.964774e+02 1.071268e+00 4.751303e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158597 10 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 8.488501e-01 0.000000e+00 energy 4.444929e-02 4.875603e-05 4.444929e-04 displacement 4.964774e+02 6.761214e-02 4.841726e-02 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158264 11 Nonlinear solution status: time= 0.0286102 stiffness updates = 0 right hand side evaluations = 42 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.053905e+00 8.228008e-01 0.000000e+00 energy 4.444929e-02 4.441702e-05 4.444929e-04 displacement 4.964774e+02 1.253157e-03 4.846403e-02 convergence summary number of iterations : 11 number of reformations : 11 ------- converged at time : 0.0286102 AUTO STEPPER: decreasing time step, dt = 0.0056742 Data Record #1 =========================================================================== Step = 4 Time = 0.0286101531 Data = Fx;Fy;Fz;Mx;My;Mz 1 -0.000180723 0.00267425 -1.69393 7.20492 -0.00311323 0.00851462 Data Record #2 =========================================================================== Step = 4 Time = 0.0286101531 Data = Fx;Fy;Fz;Mx;My;Mz 2 1.97379 3.24777 -1.43559 -4.73576 -27.0214 -1.16281 Data Record #3 =========================================================================== Step = 4 Time = 0.0286101531 Data = x;y;z;qx;qy;qz;qw 1 0.00842942 -0.104589 -0.263243 -6.08732e-07 -0.000133307 -0.00013398 1 Data Record #4 =========================================================================== Step = 4 Time = 0.0286101531 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158192 ===== beginning time step 5 : 0.0342844 ===== 1 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.028582 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.445657e+00 0.000000e+00 energy 4.618723e-02 1.279093e-03 4.618723e-04 displacement 4.255783e+02 3.476644e-01 3.476644e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158057 2 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.017466 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.448887e+00 0.000000e+00 energy 4.618723e-02 7.519341e-04 4.618723e-04 displacement 4.255783e+02 1.251611e-01 8.899379e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157580 3 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 3 step from line search = 0.100681 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 2.776519e+00 0.000000e+00 energy 4.618723e-02 1.211290e-03 4.618723e-04 displacement 4.255783e+02 4.035388e+00 8.715061e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157130 4 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 4 step from line search = 0.345478 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 5.585749e+01 0.000000e+00 energy 4.618723e-02 4.904088e-03 4.618723e-04 displacement 4.255783e+02 2.221484e+01 5.725881e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157103 5 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 5 step from line search = 0.281962 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 5.917038e+01 0.000000e+00 energy 4.618723e-02 1.709807e-03 4.618723e-04 displacement 4.255783e+02 8.011386e+00 1.065072e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157481 6 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 6 step from line search = 0.532589 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 4.066683e+01 0.000000e+00 energy 4.618723e-02 1.508688e-03 4.618723e-04 displacement 4.255783e+02 1.076801e+01 1.647795e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157715 7 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 7 step from line search = 0.673434 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 3.393074e+01 0.000000e+00 energy 4.618723e-02 1.187600e-03 4.618723e-04 displacement 4.255783e+02 1.177971e+01 2.599506e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158480 8 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 29 stiffness matrix reformations = 8 step from line search = 0.461292 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.342701e+01 0.000000e+00 energy 4.618723e-02 2.849020e-04 4.618723e-04 displacement 4.255783e+02 1.690386e+00 2.996593e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157958 9 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.768334e+00 0.000000e+00 energy 4.618723e-02 2.698570e-05 4.618723e-04 displacement 4.255783e+02 7.060864e+00 3.752384e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157409 10 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.114451e+00 0.000000e+00 energy 4.618723e-02 1.336545e-04 4.618723e-04 displacement 4.255783e+02 1.214249e+00 4.010990e-02 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157967 11 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 32 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.074548e+00 0.000000e+00 energy 4.618723e-02 1.051124e-05 4.618723e-04 displacement 4.255783e+02 2.259654e-01 4.137770e-02 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157949 12 Nonlinear solution status: time= 0.0342844 stiffness updates = 0 right hand side evaluations = 38 stiffness matrix reformations = 12 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.415099e+00 1.042551e+00 0.000000e+00 energy 4.618723e-02 5.634629e-05 4.618723e-04 displacement 4.255783e+02 1.549743e-02 4.171408e-02 convergence summary number of iterations : 12 number of reformations : 12 ------- converged at time : 0.0342844 AUTO STEPPER: decreasing time step, dt = 0.00526694 Data Record #1 =========================================================================== Step = 5 Time = 0.0342843531 Data = Fx;Fy;Fz;Mx;My;Mz 1 1.15925e-05 0.000160472 -2.02759 6.50935 0.000676873 0.000470614 Data Record #2 =========================================================================== Step = 5 Time = 0.0342843531 Data = Fx;Fy;Fz;Mx;My;Mz 2 2.44637 3.39517 -1.39698 -6.8461 -33.6857 -11.8439 Data Record #3 =========================================================================== Step = 5 Time = 0.0342843531 Data = x;y;z;qx;qy;qz;qw 1 0.0269889 -0.108653 -0.291763 -7.77672e-07 -0.000158752 -0.00142686 0.999999 Data Record #4 =========================================================================== Step = 5 Time = 0.0342843531 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157742 ===== beginning time step 6 : 0.0395513 ===== 1 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.193675 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.137435e+00 0.000000e+00 energy 2.020140e-02 2.931705e-03 2.020140e-04 displacement 1.624995e+02 6.095342e+00 6.095342e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156995 2 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.113257 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.130455e+00 0.000000e+00 energy 2.020140e-02 1.445112e-03 2.020140e-04 displacement 1.624995e+02 1.453517e+00 1.348197e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156842 3 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 3 step from line search = 0.130502 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.136464e+00 0.000000e+00 energy 2.020140e-02 1.441113e-03 2.020140e-04 displacement 1.624995e+02 1.751432e+00 2.490292e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157391 4 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 4 step from line search = 0.108998 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.150660e+00 0.000000e+00 energy 2.020140e-02 8.371547e-05 2.020140e-04 displacement 1.624995e+02 1.028910e+00 3.603181e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158552 5 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 29 stiffness matrix reformations = 5 step from line search = 0.204371 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.125634e+00 0.000000e+00 energy 2.020140e-02 1.105634e-03 2.020140e-04 displacement 1.624995e+02 1.867194e+00 5.251434e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158021 6 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 31 stiffness matrix reformations = 6 step from line search = 0.234731 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.120892e+00 0.000000e+00 energy 2.020140e-02 3.573082e-04 2.020140e-04 displacement 1.624995e+02 1.726892e+00 7.178117e-03 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156815 7 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 32 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.186974e+00 0.000000e+00 energy 2.020140e-02 3.653761e-04 2.020140e-04 displacement 1.624995e+02 1.849136e+01 1.591087e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157553 8 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 34 stiffness matrix reformations = 8 step from line search = 0.542799 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.121051e+00 0.000000e+00 energy 2.020140e-02 5.493951e-05 2.020140e-04 displacement 1.624995e+02 1.843897e-01 1.684549e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157247 9 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.069904e+00 0.000000e+00 energy 2.020140e-02 6.712147e-05 2.020140e-04 displacement 1.624995e+02 7.068951e-02 1.737041e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157283 10 Nonlinear solution status: time= 0.0395513 stiffness updates = 0 right hand side evaluations = 41 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.196344e+00 1.038651e+00 0.000000e+00 energy 2.020140e-02 5.370695e-05 2.020140e-04 displacement 1.624995e+02 7.171161e-03 1.754599e-02 convergence summary number of iterations : 10 number of reformations : 10 ------- converged at time : 0.0395513 Data Record #1 =========================================================================== Step = 6 Time = 0.0395512943 Data = Fx;Fy;Fz;Mx;My;Mz 1 2.29553e-05 -0.000199577 -2.33684 6.659 0.000590082 -0.00058811 Data Record #2 =========================================================================== Step = 6 Time = 0.0395512943 Data = Fx;Fy;Fz;Mx;My;Mz 2 2.62748 3.50006 -1.47664 -7.20194 -35.0225 -12.4943 Data Record #3 =========================================================================== Step = 6 Time = 0.0395512943 Data = x;y;z;qx;qy;qz;qw 1 0.0124533 -0.154995 -0.288504 -6.46353e-07 -0.000227268 -0.00121549 0.999999 Data Record #4 =========================================================================== Step = 6 Time = 0.0395512943 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157607 ===== beginning time step 7 : 0.0448182 ===== 1 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.056204 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 1.621169e+00 0.000000e+00 energy 4.246991e-02 4.212962e-04 4.246991e-04 displacement 3.369343e+02 1.064354e+00 1.064354e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156833 2 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 2 step from line search = 0.088592 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 1.781911e+00 0.000000e+00 energy 4.246991e-02 2.422380e-03 4.246991e-04 displacement 3.369343e+02 1.783263e+00 5.569882e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156410 3 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 3 step from line search = 0.222325 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 5.211331e+00 0.000000e+00 energy 4.246991e-02 1.261399e-03 4.246991e-04 displacement 3.369343e+02 9.302684e+00 2.922400e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157562 4 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 4 step from line search = 0.164597 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 5.352574e+00 0.000000e+00 energy 4.246991e-02 2.011819e-03 4.246991e-04 displacement 3.369343e+02 2.431891e+00 4.842620e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157580 5 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 5 step from line search = 0.341170 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 7.300490e+00 0.000000e+00 energy 4.246991e-02 1.169191e-03 4.246991e-04 displacement 3.369343e+02 7.414177e+00 9.359178e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157598 6 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 28 stiffness matrix reformations = 6 step from line search = 0.153732 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 5.920843e+00 0.000000e+00 energy 4.246991e-02 3.150543e-04 4.246991e-04 displacement 3.369343e+02 6.885204e-01 1.101246e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157373 7 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 7 step from line search = 0.104567 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 5.090137e+00 0.000000e+00 energy 4.246991e-02 3.174206e-05 4.246991e-04 displacement 3.369343e+02 1.180732e-01 1.166017e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157427 8 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 32 stiffness matrix reformations = 8 step from line search = 0.556778 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 3.523351e+00 0.000000e+00 energy 4.246991e-02 2.891250e-04 4.246991e-04 displacement 3.369343e+02 2.881792e+00 1.523963e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157112 9 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 33 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 1.423565e+00 0.000000e+00 energy 4.246991e-02 9.981623e-05 4.246991e-04 displacement 3.369343e+02 2.110480e+00 1.852203e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156617 10 Nonlinear solution status: time= 0.0448182 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 10 step from line search = 0.692558 convergence norms : INITIAL CURRENT REQUIRED residual 1.520837e+00 1.145619e+00 0.000000e+00 energy 4.246991e-02 4.937268e-06 4.246991e-04 displacement 3.369343e+02 1.638535e-02 1.876023e-02 convergence summary number of iterations : 10 number of reformations : 10 ------- converged at time : 0.0448182 Data Record #1 =========================================================================== Step = 7 Time = 0.0448182356 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.00431185 -0.00985252 -2.64323 8.40307 0.162136 -0.0235348 Data Record #2 =========================================================================== Step = 7 Time = 0.0448182356 Data = Fx;Fy;Fz;Mx;My;Mz 2 2.11858 3.47408 -1.02064 -8.61932 -28.6409 -12.1878 Data Record #3 =========================================================================== Step = 7 Time = 0.0448182356 Data = x;y;z;qx;qy;qz;qw 1 0.0328646 -0.145592 -0.307243 -9.40208e-07 0.000128173 -0.000607482 1 Data Record #4 =========================================================================== Step = 7 Time = 0.0448182356 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157049 ===== beginning time step 8 : 0.0500852 ===== 1 Nonlinear solution status: time= 0.0500852 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.272600 convergence norms : INITIAL CURRENT REQUIRED residual 1.719210e+00 5.586635e+00 0.000000e+00 energy 1.922979e-02 3.822282e-03 1.922979e-04 displacement 9.884202e+01 7.345028e+00 7.345028e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7155636 2 Nonlinear solution status: time= 0.0500852 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 2 step from line search = 0.376402 convergence norms : INITIAL CURRENT REQUIRED residual 1.719210e+00 1.509959e+01 0.000000e+00 energy 1.922979e-02 1.478695e-03 1.922979e-04 displacement 9.884202e+01 7.963191e+00 3.058360e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157211 3 Nonlinear solution status: time= 0.0500852 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 3 step from line search = 0.472986 convergence norms : INITIAL CURRENT REQUIRED residual 1.719210e+00 1.164840e+01 0.000000e+00 energy 1.922979e-02 6.672050e-04 1.922979e-04 displacement 9.884202e+01 4.417404e+00 5.811630e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157040 4 Nonlinear solution status: time= 0.0500852 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.719210e+00 3.194238e+00 0.000000e+00 energy 1.922979e-02 1.089856e-04 1.922979e-04 displacement 9.884202e+01 5.212202e+00 9.758139e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157481 5 Nonlinear solution status: time= 0.0500852 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.719210e+00 1.164768e+00 0.000000e+00 energy 1.922979e-02 4.581704e-05 1.922979e-04 displacement 9.884202e+01 1.020957e-01 1.028508e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158102 6 Nonlinear solution status: time= 0.0500852 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.719210e+00 1.130531e+00 0.000000e+00 energy 1.922979e-02 5.601409e-05 1.922979e-04 displacement 9.884202e+01 5.867020e-03 1.039697e-02 convergence summary number of iterations : 6 number of reformations : 6 ------- converged at time : 0.0500852 AUTO STEPPER: increasing time step, dt = 0.0263347 Data Record #1 =========================================================================== Step = 8 Time = 0.0500851769 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.000157268 -0.00167808 -2.95349 5.7862 0.00361703 -0.00535899 Data Record #2 =========================================================================== Step = 8 Time = 0.0500851769 Data = Fx;Fy;Fz;Mx;My;Mz 2 2.90939 3.15538 -1.08684 -8.26168 -39.6495 -13.0933 Data Record #3 =========================================================================== Step = 8 Time = 0.0500851769 Data = x;y;z;qx;qy;qz;qw 1 0.0406126 -0.110591 -0.310336 -7.61696e-07 -2.61195e-05 -0.00126894 0.999999 Data Record #4 =========================================================================== Step = 8 Time = 0.0500851769 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158372 ===== beginning time step 9 : 0.0764199 ===== 1 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.039059 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 3.682290e+00 0.000000e+00 energy 9.918185e-02 3.697358e-03 9.918185e-04 displacement 6.294627e+02 9.602917e-01 9.602917e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157121 2 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.030736 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 3.549493e+00 0.000000e+00 energy 9.918185e-02 2.557826e-03 9.918185e-04 displacement 6.294627e+02 4.800930e-01 2.796555e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157733 3 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 3 step from line search = 0.049664 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 3.397371e+00 0.000000e+00 energy 9.918185e-02 2.389048e-03 9.918185e-04 displacement 6.294627e+02 1.208457e+00 7.674600e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157346 4 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 4 step from line search = 0.341354 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 3.128781e+00 0.000000e+00 energy 9.918185e-02 8.485124e-03 9.918185e-04 displacement 6.294627e+02 1.429859e+01 4.150634e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156437 5 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 5 step from line search = 0.179442 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 2.564625e+00 0.000000e+00 energy 9.918185e-02 3.944040e-03 9.918185e-04 displacement 6.294627e+02 9.600759e-01 5.442751e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157823 6 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 6 step from line search = 0.247485 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 2.077896e+00 0.000000e+00 energy 9.918185e-02 2.247797e-03 9.918185e-04 displacement 6.294627e+02 1.103788e+00 7.043617e-03 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156869 7 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 38 stiffness matrix reformations = 7 step from line search = 0.667798 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 1.530680e+00 0.000000e+00 energy 9.918185e-02 7.949962e-04 9.918185e-04 displacement 6.294627e+02 4.287758e+00 1.084134e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157292 8 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 39 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 1.294304e+00 0.000000e+00 energy 9.918185e-02 1.375314e-04 9.918185e-04 displacement 6.294627e+02 9.716348e-01 1.294875e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156779 9 Nonlinear solution status: time= 0.0764199 stiffness updates = 0 right hand side evaluations = 40 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.854361e+00 1.249002e+00 0.000000e+00 energy 9.918185e-02 1.005125e-04 9.918185e-04 displacement 6.294627e+02 1.148359e-02 1.299886e-02 convergence summary number of iterations : 9 number of reformations : 9 ------- converged at time : 0.0764199 AUTO STEPPER: increasing time step, dt = 0.131674 Data Record #1 =========================================================================== Step = 9 Time = 0.0764198833 Data = Fx;Fy;Fz;Mx;My;Mz 1 -2.69546e-05 0.000559487 -4.4852 9.46696 -0.000192932 0.00182174 Data Record #2 =========================================================================== Step = 9 Time = 0.0764198833 Data = Fx;Fy;Fz;Mx;My;Mz 2 2.29442 3.37446 0.429269 -12.1643 -29.7723 -16.3806 Data Record #3 =========================================================================== Step = 9 Time = 0.0764198833 Data = x;y;z;qx;qy;qz;qw 1 0.0334197 -0.148163 -0.336839 -8.26404e-07 1.99607e-05 -0.00150766 0.999999 Data Record #4 =========================================================================== Step = 9 Time = 0.0764198833 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156500 ===== beginning time step 10 : 0.208093 ===== 1 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.115774 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 4.451896e+01 0.000000e+00 energy 6.533366e-01 5.834473e-02 6.533366e-03 displacement 8.118287e+02 1.088141e+01 1.088141e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156275 2 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 2 step from line search = 0.174980 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 3.193843e+01 0.000000e+00 energy 6.533366e-01 3.633734e-02 6.533366e-03 displacement 8.118287e+02 1.722690e+01 5.511514e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157886 3 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 3 step from line search = 0.204122 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 2.175140e+01 0.000000e+00 energy 6.533366e-01 1.795262e-02 6.533366e-03 displacement 8.118287e+02 8.143507e+00 1.053220e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157760 4 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 4 step from line search = 0.436142 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 9.151849e+00 0.000000e+00 energy 6.533366e-01 9.352036e-03 6.533366e-03 displacement 8.118287e+02 1.466032e+01 1.979105e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159488 5 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 5 step from line search = 0.407361 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 4.955438e+00 0.000000e+00 energy 6.533366e-01 4.517540e-03 6.533366e-03 displacement 8.118287e+02 3.867479e+00 2.556314e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159335 6 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 2.536456e+00 0.000000e+00 energy 6.533366e-01 3.606121e-03 6.533366e-03 displacement 8.118287e+02 6.806119e+00 3.432318e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158687 7 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 2.391208e+00 0.000000e+00 energy 6.533366e-01 2.566966e-04 6.533366e-03 displacement 8.118287e+02 2.192731e-01 3.555535e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158867 8 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 2.318962e+00 0.000000e+00 energy 6.533366e-01 1.203844e-04 6.533366e-03 displacement 8.118287e+02 6.861799e-02 3.613099e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158120 9 Nonlinear solution status: time= 0.208093 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.623842e+01 2.251419e+00 0.000000e+00 energy 6.533366e-01 1.061391e-04 6.533366e-03 displacement 8.118287e+02 6.798275e-03 3.638370e-02 convergence summary number of iterations : 9 number of reformations : 9 ------- converged at time : 0.208093 AUTO STEPPER: increasing time step, dt = 0.395014 Data Record #1 =========================================================================== Step = 10 Time = 0.208093415 Data = Fx;Fy;Fz;Mx;My;Mz 1 -8.96256e-07 1.86985e-05 -11.9209 17.6529 -1.47884e-05 3.95506e-05 Data Record #2 =========================================================================== Step = 10 Time = 0.208093415 Data = Fx;Fy;Fz;Mx;My;Mz 2 1.41903 3.54044 5.64431 -20.6588 -23.9379 -24.5211 Data Record #3 =========================================================================== Step = 10 Time = 0.208093415 Data = x;y;z;qx;qy;qz;qw 1 0.0372007 -0.0683998 -0.387218 -7.34325e-07 -3.97643e-05 -0.00160956 0.999999 Data Record #4 =========================================================================== Step = 10 Time = 0.208093415 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158039 ===== beginning time step 11 : 0.603107 ===== 1 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.203691 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 2.819859e+02 0.000000e+00 energy 1.698302e+00 6.237753e-02 1.698302e-02 displacement 5.479976e+02 2.273640e+01 2.273640e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158957 2 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 2 step from line search = 0.313226 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 1.580894e+02 0.000000e+00 energy 1.698302e+00 9.577953e-02 1.698302e-02 displacement 5.479976e+02 2.441357e+01 9.210266e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158939 3 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 3 step from line search = 0.511489 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 8.782185e+01 0.000000e+00 energy 1.698302e+00 2.338456e-02 1.698302e-02 displacement 5.479976e+02 3.376701e+01 2.313255e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 4 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 4 step from line search = 0.496893 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 3.578536e+01 0.000000e+00 energy 1.698302e+00 2.710882e-02 1.698302e-02 displacement 5.479976e+02 8.322630e+00 3.246335e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7158111 5 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 6.916025e+00 0.000000e+00 energy 1.698302e+00 5.545046e-03 1.698302e-02 displacement 5.479976e+02 9.509888e+00 4.421782e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157535 6 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 4.234894e+00 0.000000e+00 energy 1.698302e+00 2.242890e-04 1.698302e-02 displacement 5.479976e+02 8.667888e-01 4.741095e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 7 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 4.054910e+00 0.000000e+00 energy 1.698302e+00 2.432461e-04 1.698302e-02 displacement 5.479976e+02 5.504535e-02 4.819090e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157490 8 Nonlinear solution status: time= 0.603107 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073255e+02 3.910664e+00 0.000000e+00 energy 1.698302e+00 1.984902e-04 1.698302e-02 displacement 5.479976e+02 1.494386e-02 4.852705e-02 convergence summary number of iterations : 8 number of reformations : 8 ------- converged at time : 0.603107 AUTO STEPPER: increasing time step, dt = 0.938559 Data Record #1 =========================================================================== Step = 11 Time = 0.603107157 Data = Fx;Fy;Fz;Mx;My;Mz 1 6.26658e-06 -9.22226e-05 -32.006 65.8073 0.000100293 -0.000267202 Data Record #2 =========================================================================== Step = 11 Time = 0.603107157 Data = Fx;Fy;Fz;Mx;My;Mz 2 -4.22566 5.57158 23.944 -50.7931 37.0231 -34.2981 Data Record #3 =========================================================================== Step = 11 Time = 0.603107157 Data = x;y;z;qx;qy;qz;qw 1 0.00755691 -0.114381 -0.44559 -7.7186e-07 -4.17211e-05 -0.00263274 0.999997 Data Record #4 =========================================================================== Step = 11 Time = 0.603107157 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157193 ===== beginning time step 12 : 1.54167 ===== 1 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.616604 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 1.789570e+03 0.000000e+00 energy 2.645676e+00 1.055718e-01 2.645676e-02 displacement 6.805329e+02 2.587390e+02 2.587390e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159407 2 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 7.740316e+02 0.000000e+00 energy 2.645676e+00 9.222116e-02 2.645676e-02 displacement 6.805329e+02 1.154166e+02 7.089450e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159317 3 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 2.276065e+01 0.000000e+00 energy 2.645676e+00 2.604529e-02 2.645676e-02 displacement 6.805329e+02 9.862291e+00 8.652714e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160415 4 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 1.617940e+01 0.000000e+00 energy 2.645676e+00 1.720614e-03 2.645676e-02 displacement 6.805329e+02 2.561593e+00 9.419849e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160055 5 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 1.337473e+01 0.000000e+00 energy 2.645676e+00 2.718991e-02 2.645676e-02 displacement 6.805329e+02 4.153537e+00 1.044659e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161180 6 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 1.125193e+01 0.000000e+00 energy 2.645676e+00 4.019810e-03 2.645676e-02 displacement 6.805329e+02 3.816645e-01 1.021733e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160757 7 Nonlinear solution status: time= 1.54167 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.219048e+03 1.080813e+01 0.000000e+00 energy 2.645676e+00 1.653028e-04 2.645676e-02 displacement 6.805329e+02 4.031536e-02 1.031852e-01 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 1.54167 AUTO STEPPER: increasing time step, dt = 1.73147 Data Record #1 =========================================================================== Step = 12 Time = 1.54166579 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.000623017 -0.0030216 -66.8969 144.606 0.015171 -0.00570924 Data Record #2 =========================================================================== Step = 12 Time = 1.54166579 Data = Fx;Fy;Fz;Mx;My;Mz 2 -17.2428 12.3674 53.1538 -77.8027 154.003 -67.2825 Data Record #3 =========================================================================== Step = 12 Time = 1.54166579 Data = x;y;z;qx;qy;qz;qw 1 -0.0209041 -0.168436 -0.522377 -6.65034e-07 -0.000111713 -0.0044891 0.99999 Data Record #4 =========================================================================== Step = 12 Time = 1.54166579 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160541 ===== beginning time step 13 : 3.27313 ===== 1 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 5.102407e+03 0.000000e+00 energy 1.755320e+00 5.098936e-01 1.755320e-02 displacement 5.373646e+02 5.373646e+02 5.373646e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159056 2 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.714421 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 1.472829e+03 0.000000e+00 energy 1.755320e+00 1.256382e-02 1.755320e-02 displacement 5.373646e+02 5.061931e+01 8.479948e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156725 3 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 2.485558e+01 0.000000e+00 energy 1.755320e+00 4.002418e-03 1.755320e-02 displacement 5.373646e+02 2.899625e+00 9.171354e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156320 4 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.185175 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 2.613025e+01 0.000000e+00 energy 1.755320e+00 6.001044e-03 1.755320e-02 displacement 5.373646e+02 2.643839e-01 9.456131e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157571 5 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 4.481397e+01 0.000000e+00 energy 1.755320e+00 3.241799e-03 1.755320e-02 displacement 5.373646e+02 6.536009e+00 1.088718e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156896 6 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 2.483174e+01 0.000000e+00 energy 1.755320e+00 1.523466e-01 1.755320e-02 displacement 5.373646e+02 1.507890e+00 1.155172e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156572 7 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 2.218388e+01 0.000000e+00 energy 1.755320e+00 6.665042e-03 1.755320e-02 displacement 5.373646e+02 1.428296e+00 1.223273e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157049 8 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 2.218778e+01 0.000000e+00 energy 1.755320e+00 3.611514e-03 1.755320e-02 displacement 5.373646e+02 2.664966e-01 1.252604e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157922 9 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 2.042828e+01 0.000000e+00 energy 1.755320e+00 2.454656e-03 1.755320e-02 displacement 5.373646e+02 2.538119e-01 1.283647e-01 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157418 10 Nonlinear solution status: time= 3.27313 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 10 step from line search = 0.660169 convergence norms : INITIAL CURRENT REQUIRED residual 8.525524e+02 1.990568e+01 0.000000e+00 energy 1.755320e+00 1.832996e-03 1.755320e-02 displacement 5.373646e+02 4.730122e-02 1.294489e-01 convergence summary number of iterations : 10 number of reformations : 10 ------- converged at time : 3.27313 MUST POINT CONTROLLER: adjusting time step. dt = 1.72687 Data Record #1 =========================================================================== Step = 13 Time = 3.27313398 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.00154043 -0.0068218 -95.8691 214.069 0.0348307 -0.00983506 Data Record #2 =========================================================================== Step = 13 Time = 3.27313398 Data = Fx;Fy;Fz;Mx;My;Mz 2 -30.1313 20.1238 78.5939 -96.3444 278.568 -91.7642 Data Record #3 =========================================================================== Step = 13 Time = 3.27313398 Data = x;y;z;qx;qy;qz;qw 1 -0.0538243 -0.263167 -0.586573 -8.10313e-07 -0.000131099 -0.00656863 0.999978 Data Record #4 =========================================================================== Step = 13 Time = 3.27313398 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156977 ===== beginning time step 14 : 5 ===== 1 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 2.085288e+01 0.000000e+00 energy 3.083536e-02 9.746652e-04 3.083536e-04 displacement 9.757027e+00 9.757027e+00 9.757027e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157184 2 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.443011 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.986745e+01 0.000000e+00 energy 3.083536e-02 1.720495e-03 3.083536e-04 displacement 9.757027e+00 7.758880e-02 1.075523e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156590 3 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.882672e+01 0.000000e+00 energy 3.083536e-02 6.593402e-05 3.083536e-04 displacement 9.757027e+00 2.196086e-01 1.245952e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156491 4 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.823763e+01 0.000000e+00 energy 3.083536e-02 1.137519e-03 3.083536e-04 displacement 9.757027e+00 2.121957e-02 1.313195e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156734 5 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.745798e+01 0.000000e+00 energy 3.083536e-02 1.141403e-03 3.083536e-04 displacement 9.757027e+00 2.605885e-02 1.390537e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157301 6 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.682243e+01 0.000000e+00 energy 3.083536e-02 1.025010e-03 3.083536e-04 displacement 9.757027e+00 1.375744e-02 1.452151e-03 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157229 7 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.621128e+01 0.000000e+00 energy 3.083536e-02 9.827115e-04 3.083536e-04 displacement 9.757027e+00 4.223741e-03 1.488416e-03 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157220 8 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.562675e+01 0.000000e+00 energy 3.083536e-02 9.418881e-04 3.083536e-04 displacement 9.757027e+00 7.914231e-03 1.538826e-03 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157202 9 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.506363e+01 0.000000e+00 energy 3.083536e-02 9.023800e-04 3.083536e-04 displacement 9.757027e+00 3.185241e-03 1.571842e-03 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157247 10 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 42 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.452095e+01 0.000000e+00 energy 3.083536e-02 8.668115e-04 3.083536e-04 displacement 9.757027e+00 4.434942e-05 1.575737e-03 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157121 11 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.399950e+01 0.000000e+00 energy 3.083536e-02 8.328815e-04 3.083536e-04 displacement 9.757027e+00 6.578441e-06 1.576712e-03 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157121 12 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 54 stiffness matrix reformations = 12 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.349844e+01 0.000000e+00 energy 3.083536e-02 8.003917e-04 3.083536e-04 displacement 9.757027e+00 6.645968e-06 1.577528e-03 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157121 13 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 60 stiffness matrix reformations = 13 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.301692e+01 0.000000e+00 energy 3.083536e-02 7.692766e-04 3.083536e-04 displacement 9.757027e+00 6.569596e-06 1.578310e-03 Reforming stiffness matrix: reformation #13 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157121 14 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 66 stiffness matrix reformations = 14 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.255410e+01 0.000000e+00 energy 3.083536e-02 7.394738e-04 3.083536e-04 displacement 9.757027e+00 6.377120e-06 1.579074e-03 Reforming stiffness matrix: reformation #14 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157265 15 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 72 stiffness matrix reformations = 15 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.210921e+01 0.000000e+00 energy 3.083536e-02 7.109241e-04 3.083536e-04 displacement 9.757027e+00 6.069409e-06 1.579828e-03 Reforming stiffness matrix: reformation #15 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157265 16 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 78 stiffness matrix reformations = 16 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.168149e+01 0.000000e+00 energy 3.083536e-02 6.835711e-04 3.083536e-04 displacement 9.757027e+00 5.861244e-06 1.580567e-03 Reforming stiffness matrix: reformation #16 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157265 17 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 84 stiffness matrix reformations = 17 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.127023e+01 0.000000e+00 energy 3.083536e-02 6.573610e-04 3.083536e-04 displacement 9.757027e+00 5.647138e-06 1.581294e-03 Reforming stiffness matrix: reformation #17 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157463 18 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 90 stiffness matrix reformations = 18 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.087473e+01 0.000000e+00 energy 3.083536e-02 6.322426e-04 3.083536e-04 displacement 9.757027e+00 5.440287e-06 1.582008e-03 Reforming stiffness matrix: reformation #18 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157463 19 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 96 stiffness matrix reformations = 19 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.049435e+01 0.000000e+00 energy 3.083536e-02 6.081670e-04 3.083536e-04 displacement 9.757027e+00 5.241017e-06 1.582709e-03 Reforming stiffness matrix: reformation #19 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157427 20 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 102 stiffness matrix reformations = 20 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 1.012845e+01 0.000000e+00 energy 3.083536e-02 5.850878e-04 3.083536e-04 displacement 9.757027e+00 5.049149e-06 1.583398e-03 Reforming stiffness matrix: reformation #20 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157427 21 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 108 stiffness matrix reformations = 21 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 9.776447e+00 0.000000e+00 energy 3.083536e-02 5.629607e-04 3.083536e-04 displacement 9.757027e+00 4.864423e-06 1.584076e-03 Reforming stiffness matrix: reformation #21 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157427 22 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 114 stiffness matrix reformations = 22 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 9.437758e+00 0.000000e+00 energy 3.083536e-02 5.417435e-04 3.083536e-04 displacement 9.757027e+00 4.686572e-06 1.584741e-03 Reforming stiffness matrix: reformation #22 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157427 23 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 120 stiffness matrix reformations = 23 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 9.111840e+00 0.000000e+00 energy 3.083536e-02 5.213959e-04 3.083536e-04 displacement 9.757027e+00 4.515335e-06 1.585395e-03 Reforming stiffness matrix: reformation #23 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 24 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 126 stiffness matrix reformations = 24 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 8.798170e+00 0.000000e+00 energy 3.083536e-02 5.018796e-04 3.083536e-04 displacement 9.757027e+00 4.350458e-06 1.586038e-03 Reforming stiffness matrix: reformation #24 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 25 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 132 stiffness matrix reformations = 25 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 8.496251e+00 0.000000e+00 energy 3.083536e-02 4.831586e-04 3.083536e-04 displacement 9.757027e+00 4.191701e-06 1.586670e-03 Reforming stiffness matrix: reformation #25 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157400 26 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 138 stiffness matrix reformations = 26 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 8.205632e+00 0.000000e+00 energy 3.083536e-02 4.651977e-04 3.083536e-04 displacement 9.757027e+00 5.877917e-06 1.587445e-03 Reforming stiffness matrix: reformation #26 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157400 27 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 144 stiffness matrix reformations = 27 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 7.925801e+00 0.000000e+00 energy 3.083536e-02 4.479628e-04 3.083536e-04 displacement 9.757027e+00 3.925035e-06 1.588059e-03 Reforming stiffness matrix: reformation #27 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 28 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 150 stiffness matrix reformations = 28 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 7.656347e+00 0.000000e+00 energy 3.083536e-02 4.314228e-04 3.083536e-04 displacement 9.757027e+00 3.753218e-06 1.588660e-03 Reforming stiffness matrix: reformation #28 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 29 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 156 stiffness matrix reformations = 29 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 7.396855e+00 0.000000e+00 energy 3.083536e-02 4.155476e-04 3.083536e-04 displacement 9.757027e+00 3.612260e-06 1.589249e-03 Reforming stiffness matrix: reformation #29 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157508 30 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 162 stiffness matrix reformations = 30 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 7.146924e+00 0.000000e+00 energy 3.083536e-02 4.003084e-04 3.083536e-04 displacement 9.757027e+00 3.481086e-06 1.589828e-03 Reforming stiffness matrix: reformation #30 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157508 31 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 168 stiffness matrix reformations = 31 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 6.906172e+00 0.000000e+00 energy 3.083536e-02 3.856776e-04 3.083536e-04 displacement 9.757027e+00 3.354551e-06 1.590398e-03 Reforming stiffness matrix: reformation #31 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157508 32 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 174 stiffness matrix reformations = 32 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 6.674234e+00 0.000000e+00 energy 3.083536e-02 3.716292e-04 3.083536e-04 displacement 9.757027e+00 3.232646e-06 1.590957e-03 Reforming stiffness matrix: reformation #32 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157400 33 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 180 stiffness matrix reformations = 33 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 6.450759e+00 0.000000e+00 energy 3.083536e-02 3.581380e-04 3.083536e-04 displacement 9.757027e+00 3.115228e-06 1.591507e-03 Reforming stiffness matrix: reformation #33 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157400 34 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 186 stiffness matrix reformations = 34 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 6.235411e+00 0.000000e+00 energy 3.083536e-02 3.451802e-04 3.083536e-04 displacement 9.757027e+00 3.002125e-06 1.592048e-03 Reforming stiffness matrix: reformation #34 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157400 35 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 192 stiffness matrix reformations = 35 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 6.027871e+00 0.000000e+00 energy 3.083536e-02 3.327330e-04 3.083536e-04 displacement 9.757027e+00 2.893248e-06 1.592579e-03 Reforming stiffness matrix: reformation #35 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157472 36 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 198 stiffness matrix reformations = 36 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 5.827831e+00 0.000000e+00 energy 3.083536e-02 3.207746e-04 3.083536e-04 displacement 9.757027e+00 2.788294e-06 1.593101e-03 Reforming stiffness matrix: reformation #36 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157508 37 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 204 stiffness matrix reformations = 37 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 5.634996e+00 0.000000e+00 energy 3.083536e-02 3.092843e-04 3.083536e-04 displacement 9.757027e+00 2.687212e-06 1.593614e-03 Reforming stiffness matrix: reformation #37 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157508 38 Nonlinear solution status: time= 5 stiffness updates = 0 right hand side evaluations = 210 stiffness matrix reformations = 38 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.686611e+01 5.449085e+00 0.000000e+00 energy 3.083536e-02 2.982424e-04 3.083536e-04 displacement 9.757027e+00 2.589842e-06 1.594119e-03 convergence summary number of iterations : 38 number of reformations : 38 ------- converged at time : 5 AUTO STEPPER: decreasing time step, dt = 0.886351 Data Record #1 =========================================================================== Step = 14 Time = 5 Data = Fx;Fy;Fz;Mx;My;Mz 1 -7.72786e-08 9.37965e-07 -100 220.697 1.24854e-05 -9.39533e-06 Data Record #2 =========================================================================== Step = 14 Time = 5 Data = Fx;Fy;Fz;Mx;My;Mz 2 -12.8131 9.59122 90.2346 -180.307 118.673 -49.5772 Data Record #3 =========================================================================== Step = 14 Time = 5 Data = x;y;z;qx;qy;qz;qw 1 -0.0535463 -0.251409 -0.594198 -6.41498e-07 -0.000161174 -0.00678789 0.999977 Data Record #4 =========================================================================== Step = 14 Time = 5 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157436 ===== beginning time step 15 : 5.88635 ===== 1 Nonlinear solution status: time= 5.88635 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.103303e+07 5.499681e+01 0.000000e+00 energy 1.036395e+02 3.556790e-02 1.036395e+00 displacement 8.238284e+01 8.238284e+01 8.238284e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157175 2 Nonlinear solution status: time= 5.88635 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.683664 convergence norms : INITIAL CURRENT REQUIRED residual 3.103303e+07 1.107534e+01 0.000000e+00 energy 1.036395e+02 1.271303e-03 1.036395e+00 displacement 8.238284e+01 8.100461e-01 8.397363e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157247 3 Nonlinear solution status: time= 5.88635 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.103303e+07 5.393195e+00 0.000000e+00 energy 1.036395e+02 2.328930e-03 1.036395e+00 displacement 8.238284e+01 3.306318e-01 8.588301e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156986 4 Nonlinear solution status: time= 5.88635 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.103303e+07 4.778085e+00 0.000000e+00 energy 1.036395e+02 2.945708e-04 1.036395e+00 displacement 8.238284e+01 1.534661e-02 8.631768e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7157076 5 Nonlinear solution status: time= 5.88635 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.103303e+07 4.755234e+00 0.000000e+00 energy 1.036395e+02 2.513934e-04 1.036395e+00 displacement 8.238284e+01 5.273379e-03 8.652049e-03 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 5.88635 AUTO STEPPER: increasing time step, dt = 1.70908 Data Record #1 =========================================================================== Step = 15 Time = 5.88635059 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.013896 -0.00140757 -99.9999 234.572 0.399673 0.0834129 Data Record #2 =========================================================================== Step = 15 Time = 5.88635059 Data = Fx;Fy;Fz;Mx;My;Mz 2 -11.6298 8.93284 91.3507 -199.649 110.503 -48.2529 Data Record #3 =========================================================================== Step = 15 Time = 5.88635059 Data = x;y;z;qx;qy;qz;qw 1 -0.0528889 -0.238802 -0.589621 0.00119263 -0.00025913 -0.00688423 0.999976 Data Record #4 =========================================================================== Step = 15 Time = 5.88635059 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7156500 ===== beginning time step 16 : 7.59543 ===== 1 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 1.162975e+05 0.000000e+00 energy 5.216629e+03 2.985207e+00 5.216629e+01 displacement 4.471027e+03 4.471027e+03 4.471027e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159992 2 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.506440 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 8.238190e+04 0.000000e+00 energy 5.216629e+03 1.834959e-01 5.216629e+01 displacement 4.471027e+03 9.828789e+01 5.019759e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161999 3 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 6.587665e+04 0.000000e+00 energy 5.216629e+03 5.943507e-01 5.216629e+01 displacement 4.471027e+03 7.083259e+01 4.589900e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160109 4 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 2.139587e+04 0.000000e+00 energy 5.216629e+03 7.508009e-01 5.216629e+01 displacement 4.471027e+03 8.826403e+00 4.550320e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159317 5 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 2.667515e+02 0.000000e+00 energy 5.216629e+03 2.705889e-01 5.216629e+01 displacement 4.471027e+03 2.641722e+01 4.348089e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159713 6 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 5.981689e+03 0.000000e+00 energy 5.216629e+03 2.826983e-02 5.216629e+01 displacement 4.471027e+03 1.212175e+01 4.472842e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159911 7 Nonlinear solution status: time= 7.59543 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 0.186664 convergence norms : INITIAL CURRENT REQUIRED residual 1.563329e+09 3.216108e+03 0.000000e+00 energy 5.216629e+03 1.975494e-04 5.216629e+01 displacement 4.471027e+03 1.430587e-02 4.470447e-01 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 7.59543 AUTO STEPPER: increasing time step, dt = 2.35156 Data Record #1 =========================================================================== Step = 16 Time = 7.59543106 Data = Fx;Fy;Fz;Mx;My;Mz 1 -1.87214 0.21268 -100.003 297.629 -56.0978 -7.34845 Data Record #2 =========================================================================== Step = 16 Time = 7.59543106 Data = Fx;Fy;Fz;Mx;My;Mz 2 -21.1657 12.0712 86.4269 -239.018 213.221 -7.86651 Data Record #3 =========================================================================== Step = 16 Time = 7.59543106 Data = x;y;z;qx;qy;qz;qw 1 -0.022069 0.002673 -0.54387 0.00965849 -0.0010886 -0.00722623 0.999927 Data Record #4 =========================================================================== Step = 16 Time = 7.59543106 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159659 ===== beginning time step 17 : 9.94699 ===== 1 Nonlinear solution status: time= 9.94699 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.130753e+10 5.691745e+06 0.000000e+00 energy 3.772740e+04 1.147114e+02 3.772740e+02 displacement 3.214817e+04 3.214817e+04 3.214817e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159848 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 9254 at gauss point 7 * * jacobian = -0.0240326 * * * ************************************************************************* ------- failed to converge at time : 9.94699 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 1.17578 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7159659 ===== beginning time step 17 : 8.77121 ===== 1 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 2.183314e+05 0.000000e+00 energy 7.215037e+03 5.630878e+00 7.215037e+01 displacement 6.085152e+03 6.085152e+03 6.085152e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161333 2 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.532921 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 1.150574e+05 0.000000e+00 energy 7.215037e+03 4.552743e-01 7.215037e+01 displacement 6.085152e+03 2.979064e+01 5.928959e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161828 3 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 4.661054e+03 0.000000e+00 energy 7.215037e+03 4.367526e-03 7.215037e+01 displacement 6.085152e+03 5.403314e+00 5.981271e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7164159 4 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 3.222923e+04 0.000000e+00 energy 7.215037e+03 1.713528e-01 7.215037e+01 displacement 6.085152e+03 1.492413e+01 5.921018e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161171 5 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 9.503632e+03 0.000000e+00 energy 7.215037e+03 2.984545e-03 7.215037e+01 displacement 6.085152e+03 4.109993e+00 5.880687e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160991 6 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 2.146908e+03 0.000000e+00 energy 7.215037e+03 1.302991e-03 7.215037e+01 displacement 6.085152e+03 8.877199e-01 5.866490e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7160415 7 Nonlinear solution status: time= 8.77121 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.161407e+09 7.198109e+02 0.000000e+00 energy 7.215037e+03 8.957257e-04 7.215037e+01 displacement 6.085152e+03 1.996591e-01 5.863215e-01 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 8.77121 AUTO STEPPER: increasing time step, dt = 1.92238 MUST POINT CONTROLLER: adjusting time step. dt = 1.22879 Data Record #1 =========================================================================== Step = 17 Time = 8.77121211 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.885097 -0.0994798 -99.9943 380.813 26.0127 5.07714 Data Record #2 =========================================================================== Step = 17 Time = 8.77121211 Data = Fx;Fy;Fz;Mx;My;Mz 2 -23.2736 13.6029 84.0303 -302.543 237.974 4.19384 Data Record #3 =========================================================================== Step = 17 Time = 8.77121211 Data = x;y;z;qx;qy;qz;qw 1 0.0140907 0.243856 -0.483987 0.0196108 -0.00205409 -0.00814836 0.999772 Data Record #4 =========================================================================== Step = 17 Time = 8.77121211 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161477 ===== beginning time step 18 : 10 ===== 1 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.979423e+09 7.311820e+05 0.000000e+00 energy 1.317221e+04 3.575457e+00 1.317221e+02 displacement 1.130701e+04 1.130701e+04 1.130701e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162107 2 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.979423e+09 nan 0.000000e+00 energy 1.317221e+04 nan 1.317221e+02 displacement 1.130701e+04 8.011598e+02 1.406780e+00 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7163934 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 1 at gauss point 1 * * jacobian = nan * * * ************************************************************************* ------- failed to converge at time : 10 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.614394 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161477 ===== beginning time step 18 : 9.38561 ===== 1 Nonlinear solution status: time= 9.38561 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.920523e+08 3.633894e+04 0.000000e+00 energy 2.951916e+03 1.931972e+00 2.951916e+01 displacement 2.584666e+03 2.584666e+03 2.584666e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162647 2 Nonlinear solution status: time= 9.38561 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.690569 convergence norms : INITIAL CURRENT REQUIRED residual 8.920523e+08 1.063150e+04 0.000000e+00 energy 2.951916e+03 9.428880e-02 2.951916e+01 displacement 2.584666e+03 6.213380e+00 2.543942e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161963 3 Nonlinear solution status: time= 9.38561 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 0.687207 convergence norms : INITIAL CURRENT REQUIRED residual 8.920523e+08 9.209301e+02 0.000000e+00 energy 2.951916e+03 2.693746e-01 2.951916e+01 displacement 2.584666e+03 2.379824e+01 2.718310e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161342 4 Nonlinear solution status: time= 9.38561 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.397235 convergence norms : INITIAL CURRENT REQUIRED residual 8.920523e+08 4.618544e+02 0.000000e+00 energy 2.951916e+03 2.201461e-02 2.951916e+01 displacement 2.584666e+03 3.073605e+00 2.653803e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162134 5 Nonlinear solution status: time= 9.38561 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.383613 convergence norms : INITIAL CURRENT REQUIRED residual 8.920523e+08 2.649674e+03 0.000000e+00 energy 2.951916e+03 5.321274e-02 2.951916e+01 displacement 2.584666e+03 1.417912e+01 2.539745e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162278 6 Nonlinear solution status: time= 9.38561 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 6 step from line search = 0.261913 convergence norms : INITIAL CURRENT REQUIRED residual 8.920523e+08 1.725934e+03 0.000000e+00 energy 2.951916e+03 7.516916e-03 2.951916e+01 displacement 2.584666e+03 2.547757e-02 2.541042e-01 convergence summary number of iterations : 6 number of reformations : 6 ------- converged at time : 9.38561 AUTO STEPPER: increasing time step, dt = 1.49152 MUST POINT CONTROLLER: adjusting time step. dt = 0.614394 Data Record #1 =========================================================================== Step = 18 Time = 9.38560606 Data = Fx;Fy;Fz;Mx;My;Mz 1 1.17281 -0.207304 -99.3985 433.606 41.2788 -0.508668 Data Record #2 =========================================================================== Step = 18 Time = 9.38560606 Data = Fx;Fy;Fz;Mx;My;Mz 2 -22.1838 13.3801 84.0647 -332.688 221.357 17.4723 Data Record #3 =========================================================================== Step = 18 Time = 9.38560606 Data = x;y;z;qx;qy;qz;qw 1 0.0472045 0.421655 -0.438019 0.0259743 -0.00271441 -0.00854055 0.999622 Data Record #4 =========================================================================== Step = 18 Time = 9.38560606 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162134 ===== beginning time step 19 : 10 ===== 1 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 5.425047e+04 0.000000e+00 energy 3.655143e+03 3.336393e+00 3.655143e+01 displacement 3.090219e+03 3.090219e+03 3.090219e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162062 2 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.371372 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 3.755698e+04 0.000000e+00 energy 3.655143e+03 2.423602e-01 3.655143e+01 displacement 3.090219e+03 1.177929e+01 3.015738e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161801 3 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 2.177662e+04 0.000000e+00 energy 3.655143e+03 1.887959e-01 3.655143e+01 displacement 3.090219e+03 5.345449e+01 2.924037e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7161027 4 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 4.963169e+01 0.000000e+00 energy 3.655143e+03 9.506218e-02 3.655143e+01 displacement 3.090219e+03 9.536355e+00 2.977834e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7163448 5 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 2.005843e+01 0.000000e+00 energy 3.655143e+03 9.086313e-03 3.655143e+01 displacement 3.090219e+03 1.446090e+00 3.000846e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162989 6 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 0.528909 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 3.912136e+02 0.000000e+00 energy 3.655143e+03 3.202451e-03 3.655143e+01 displacement 3.090219e+03 4.951997e-01 2.989716e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7163313 7 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 2.450833e+02 0.000000e+00 energy 3.655143e+03 9.022540e-04 3.655143e+01 displacement 3.090219e+03 4.075021e-01 2.980189e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162557 8 Nonlinear solution status: time= 10 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114806e+09 1.554360e+01 0.000000e+00 energy 3.655143e+03 7.657703e-04 3.655143e+01 displacement 3.090219e+03 7.240651e-04 2.979790e-01 convergence summary number of iterations : 8 number of reformations : 8 ------- converged at time : 10 AUTO STEPPER: increasing time step, dt = 1.13204 Data Record #1 =========================================================================== Step = 19 Time = 10 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.000700596 -7.48347e-05 -100 462.884 0.0162693 0.0109934 Data Record #2 =========================================================================== Step = 19 Time = 10 Data = Fx;Fy;Fz;Mx;My;Mz 2 -18.617 12.9927 85.6639 -362.38 183.64 17.3656 Data Record #3 =========================================================================== Step = 19 Time = 10 Data = x;y;z;qx;qy;qz;qw 1 0.0820023 0.579945 -0.383551 0.0330512 -0.00345296 -0.00925427 0.999405 Data Record #4 =========================================================================== Step = 19 Time = 10 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162710 ===== beginning time step 20 : 11.132 ===== 1 Nonlinear solution status: time= 11.132 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.856356e+09 1.053740e+06 0.000000e+00 energy 1.578338e+04 1.164704e+01 1.578338e+02 displacement 1.350681e+04 1.350681e+04 1.350681e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7164897 2 Nonlinear solution status: time= 11.132 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.856356e+09 nan 0.000000e+00 energy 1.578338e+04 nan 1.578338e+02 displacement 1.350681e+04 6.399498e+02 1.338984e+00 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162170 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 1 at gauss point 1 * * jacobian = nan * * * ************************************************************************* ------- failed to converge at time : 11.132 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.566022 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162710 ===== beginning time step 20 : 10.566 ===== 1 Nonlinear solution status: time= 10.566 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.132331e+09 5.635602e+04 0.000000e+00 energy 3.680222e+03 3.202998e+00 3.680222e+01 displacement 3.204854e+03 3.204854e+03 3.204854e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167651 2 Nonlinear solution status: time= 10.566 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.489405 convergence norms : INITIAL CURRENT REQUIRED residual 1.132331e+09 1.555574e+04 0.000000e+00 energy 3.680222e+03 2.889620e-01 3.680222e+01 displacement 3.204854e+03 3.325775e+00 3.273728e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168443 3 Nonlinear solution status: time= 10.566 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.132331e+09 9.404326e+02 0.000000e+00 energy 3.680222e+03 1.598233e-02 3.680222e+01 displacement 3.204854e+03 7.485620e+00 3.227749e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167669 4 Nonlinear solution status: time= 10.566 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.132331e+09 5.811047e+02 0.000000e+00 energy 3.680222e+03 1.519768e-03 3.680222e+01 displacement 3.204854e+03 1.190723e+00 3.248958e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167687 5 Nonlinear solution status: time= 10.566 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.132331e+09 3.408030e+02 0.000000e+00 energy 3.680222e+03 6.724472e-04 3.680222e+01 displacement 3.204854e+03 3.014013e-01 3.236419e-01 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 10.566 AUTO STEPPER: increasing time step, dt = 1.45282 Data Record #1 =========================================================================== Step = 20 Time = 10.5660223 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.599134 -0.0722761 -99.9957 494.907 17.6 4.03096 Data Record #2 =========================================================================== Step = 20 Time = 10.5660223 Data = Fx;Fy;Fz;Mx;My;Mz 2 -16.4209 12.4086 86.1665 -376.218 154.057 22.7026 Data Record #3 =========================================================================== Step = 20 Time = 10.5660223 Data = x;y;z;qx;qy;qz;qw 1 0.121952 0.76915 -0.321485 0.0401491 -0.00422273 -0.00961215 0.999139 Data Record #4 =========================================================================== Step = 20 Time = 10.5660223 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167858 ===== beginning time step 21 : 12.0188 ===== 1 Nonlinear solution status: time= 12.0188 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.440874e+09 3.864364e+06 0.000000e+00 energy 3.043195e+04 1.486311e+01 3.043195e+02 displacement 2.544315e+04 2.544315e+04 2.544315e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169541 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 11114 at gauss point 4 * * jacobian = -0.00460841 * * * ************************************************************************* ------- failed to converge at time : 12.0188 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.726409 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167858 ===== beginning time step 21 : 11.2924 ===== 1 Nonlinear solution status: time= 11.2924 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.195983e+09 2.128203e+05 0.000000e+00 energy 7.077450e+03 8.102377e+00 7.077450e+01 displacement 5.852251e+03 5.852251e+03 5.852251e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7163484 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 9317 at gauss point 6 * * jacobian = -0.0094931 * * * ************************************************************************* ------- failed to converge at time : 11.2924 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.363204 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167858 ===== beginning time step 21 : 10.9292 ===== 1 Nonlinear solution status: time= 10.9292 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.277068e+08 1.210422e+04 0.000000e+00 energy 1.700205e+03 1.315141e+00 1.700205e+01 displacement 1.379727e+03 1.379727e+03 1.379727e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165869 2 Nonlinear solution status: time= 10.9292 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.277068e+08 4.042867e+03 0.000000e+00 energy 1.700205e+03 1.280080e-01 1.700205e+01 displacement 1.379727e+03 7.352701e+00 1.377189e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166958 3 Nonlinear solution status: time= 10.9292 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.277068e+08 8.405010e+02 0.000000e+00 energy 1.700205e+03 2.883873e-03 1.700205e+01 displacement 1.379727e+03 3.000945e+00 1.372619e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165086 4 Nonlinear solution status: time= 10.9292 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.277068e+08 4.778881e+02 0.000000e+00 energy 1.700205e+03 1.783868e-03 1.700205e+01 displacement 1.379727e+03 9.278976e-01 1.373025e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165680 5 Nonlinear solution status: time= 10.9292 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.277068e+08 4.914766e+02 0.000000e+00 energy 1.700205e+03 7.405729e-04 1.700205e+01 displacement 1.379727e+03 9.700879e-01 1.374762e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166463 6 Nonlinear solution status: time= 10.9292 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.277068e+08 7.378991e+01 0.000000e+00 energy 1.700205e+03 6.767575e-04 1.700205e+01 displacement 1.379727e+03 1.100387e-01 1.375753e-01 convergence summary number of iterations : 6 number of reformations : 6 ------- converged at time : 10.9292 AUTO STEPPER: increasing time step, dt = 1.29056 Data Record #1 =========================================================================== Step = 21 Time = 10.9292267 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.256995 -0.0316797 -99.9985 514.513 7.68154 1.57965 Data Record #2 =========================================================================== Step = 21 Time = 10.9292267 Data = Fx;Fy;Fz;Mx;My;Mz 2 -14.23 11.5312 87.6809 -395.08 132.525 18.3356 Data Record #3 =========================================================================== Step = 21 Time = 10.9292267 Data = x;y;z;qx;qy;qz;qw 1 0.142515 0.844519 -0.277925 0.0449693 -0.0047499 -0.0102039 0.998925 Data Record #4 =========================================================================== Step = 21 Time = 10.9292267 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165689 ===== beginning time step 22 : 12.2198 ===== 1 Nonlinear solution status: time= 12.2198 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.937774e+09 2.522042e+06 0.000000e+00 energy 2.535023e+04 1.429657e+01 2.535023e+02 displacement 2.209704e+04 2.209704e+04 2.209704e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165968 2 Nonlinear solution status: time= 12.2198 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 7.937774e+09 4.024783e+06 0.000000e+00 energy 2.535023e+04 5.272193e+00 2.535023e+02 displacement 2.209704e+04 4.474076e+02 2.150558e+00 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166760 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 11999 at gauss point 5 * * jacobian = -0.0373269 * * * ************************************************************************* ------- failed to converge at time : 12.2198 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.645282 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165689 ===== beginning time step 22 : 11.5745 ===== 1 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 1.410451e+05 0.000000e+00 energy 5.975766e+03 6.148570e+00 5.975766e+01 displacement 5.297559e+03 5.297559e+03 5.297559e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165320 2 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.296972 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 1.621126e+05 0.000000e+00 energy 5.975766e+03 5.053351e-02 5.975766e+01 displacement 5.297559e+03 5.273114e+01 5.059063e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162836 3 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 3.572650e+04 0.000000e+00 energy 5.975766e+03 2.285271e-01 5.975766e+01 displacement 5.297559e+03 8.088986e+01 5.427574e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7164060 4 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 0.499489 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 9.119835e+02 0.000000e+00 energy 5.975766e+03 4.300692e-02 5.975766e+01 displacement 5.297559e+03 4.052945e+00 5.361198e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7164357 5 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 1.769119e+04 0.000000e+00 energy 5.975766e+03 9.689997e-03 5.975766e+01 displacement 5.297559e+03 1.363958e+01 5.234059e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7163520 6 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 2.979335e+03 0.000000e+00 energy 5.975766e+03 1.135701e-02 5.975766e+01 displacement 5.297559e+03 1.780410e+00 5.205784e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162575 7 Nonlinear solution status: time= 11.5745 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871258e+09 3.060279e+02 0.000000e+00 energy 5.975766e+03 4.179636e-04 5.975766e+01 displacement 5.297559e+03 2.229407e-01 5.192597e-01 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 11.5745 AUTO STEPPER: increasing time step, dt = 1.49545 Data Record #1 =========================================================================== Step = 22 Time = 11.5745085 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.564781 -0.0716822 -99.9966 545.832 16.6502 4.06107 Data Record #2 =========================================================================== Step = 22 Time = 11.5745085 Data = Fx;Fy;Fz;Mx;My;Mz 2 -14.0119 12.1167 87.5403 -398.117 120.475 22.7986 Data Record #3 =========================================================================== Step = 22 Time = 11.5745085 Data = x;y;z;qx;qy;qz;qw 1 0.195788 1.05023 -0.189335 0.0540029 -0.00578242 -0.0109087 0.998464 Data Record #4 =========================================================================== Step = 22 Time = 11.5745085 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162017 ===== beginning time step 23 : 13.07 ===== 1 Nonlinear solution status: time= 13.07 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.214689e+10 5.632328e+06 0.000000e+00 energy 3.837540e+04 1.267285e+01 3.837540e+02 displacement 3.144831e+04 3.144831e+04 3.144831e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168308 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 14784 at gauss point 7 * * jacobian = -0.017593 * * * ************************************************************************* ------- failed to converge at time : 13.07 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.747724 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7162017 ===== beginning time step 23 : 12.3222 ===== 1 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 3.297161e+05 0.000000e+00 energy 9.089727e+03 1.141769e+01 9.089727e+01 displacement 7.370476e+03 7.370476e+03 7.370476e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165950 2 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 5.971404e+05 0.000000e+00 energy 9.089727e+03 1.071688e+00 9.089727e+01 displacement 7.370476e+03 3.457903e+02 8.192673e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165239 3 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 1.429511e+05 0.000000e+00 energy 9.089727e+03 7.910280e-01 9.089727e+01 displacement 7.370476e+03 7.533172e+01 8.147495e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166499 4 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.313125 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 3.804830e+05 0.000000e+00 energy 9.089727e+03 6.640255e-02 9.089727e+01 displacement 7.370476e+03 4.560160e+01 7.810194e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165509 5 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 5 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 1.354657e+06 0.000000e+00 energy 9.089727e+03 3.667727e+00 9.089727e+01 displacement 7.370476e+03 4.858468e+02 7.228330e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168983 6 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 6 step from line search = 0.526924 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 9.726300e+04 0.000000e+00 energy 9.089727e+03 1.705184e-02 9.089727e+01 displacement 7.370476e+03 2.950484e+01 7.287162e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167039 7 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 2.557440e+05 0.000000e+00 energy 9.089727e+03 3.707256e-01 9.089727e+01 displacement 7.370476e+03 9.742590e+01 7.311257e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167066 8 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 8 step from line search = 0.477691 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 2.758272e+04 0.000000e+00 energy 9.089727e+03 7.327868e-02 9.089727e+01 displacement 7.370476e+03 5.556450e+00 7.315620e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167093 9 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 9 step from line search = 0.540041 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 2.373453e+04 0.000000e+00 energy 9.089727e+03 1.387011e-02 9.089727e+01 displacement 7.370476e+03 7.449120e+00 7.304205e-01 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166940 10 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 3.903098e+04 0.000000e+00 energy 9.089727e+03 8.745010e-03 9.089727e+01 displacement 7.370476e+03 1.967419e+01 7.325106e-01 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167624 11 Nonlinear solution status: time= 12.3222 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.877552e+09 1.159866e+02 0.000000e+00 energy 9.089727e+03 9.525914e-04 9.089727e+01 displacement 7.370476e+03 1.290824e-01 7.326283e-01 convergence summary number of iterations : 11 number of reformations : 11 ------- converged at time : 12.3222 AUTO STEPPER: decreasing time step, dt = 0.712973 Data Record #1 =========================================================================== Step = 23 Time = 12.3222322 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.317964 -0.0413667 -99.9963 575.974 9.39411 2.46546 Data Record #2 =========================================================================== Step = 23 Time = 12.3222322 Data = Fx;Fy;Fz;Mx;My;Mz 2 -21.1788 22.2646 85.3971 -342.975 168.441 -1.66799 Data Record #3 =========================================================================== Step = 23 Time = 12.3222322 Data = x;y;z;qx;qy;qz;qw 1 0.250346 1.23456 -0.0741083 0.0651321 -0.00707203 -0.0120499 0.997779 Data Record #4 =========================================================================== Step = 23 Time = 12.3222322 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168101 ===== beginning time step 24 : 13.0352 ===== 1 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 3.328264e+05 0.000000e+00 energy 9.184474e+03 9.398789e+00 9.184474e+01 displacement 7.676867e+03 7.676867e+03 7.676867e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167552 2 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.404565 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 2.219561e+05 0.000000e+00 energy 9.184474e+03 6.094866e-01 9.184474e+01 displacement 7.676867e+03 9.252599e+01 8.023901e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167957 3 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 1.128624e+04 0.000000e+00 energy 9.184474e+03 8.401881e-01 9.184474e+01 displacement 7.676867e+03 1.779356e+01 8.147525e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168632 4 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.438691 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 2.290747e+04 0.000000e+00 energy 9.184474e+03 1.149852e-01 9.184474e+01 displacement 7.676867e+03 7.519716e+00 8.208162e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168335 5 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.231607 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 3.328860e+05 0.000000e+00 energy 9.184474e+03 2.270538e-02 9.184474e+01 displacement 7.676867e+03 1.044771e+02 7.720107e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166562 6 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 2.510891e+02 0.000000e+00 energy 9.184474e+03 1.941383e-02 9.184474e+01 displacement 7.676867e+03 5.395247e+00 7.857122e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167237 7 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 0.557782 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 7.864649e+03 0.000000e+00 energy 9.184474e+03 3.112787e-03 9.184474e+01 displacement 7.676867e+03 3.459354e+00 7.807921e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7166868 8 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 2.033060e+04 0.000000e+00 energy 9.184474e+03 4.892330e-03 9.184474e+01 displacement 7.676867e+03 6.906638e+00 7.745318e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167921 9 Nonlinear solution status: time= 13.0352 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.949279e+09 2.078465e+03 0.000000e+00 energy 9.184474e+03 2.179872e-03 9.184474e+01 displacement 7.676867e+03 6.049692e-01 7.727985e-01 convergence summary number of iterations : 9 number of reformations : 9 ------- converged at time : 13.0352 AUTO STEPPER: increasing time step, dt = 0.944869 Data Record #1 =========================================================================== Step = 24 Time = 13.0352053 Data = Fx;Fy;Fz;Mx;My;Mz 1 1.4432 -0.196357 -99.9941 610.07 44.2699 9.54738 Data Record #2 =========================================================================== Step = 24 Time = 13.0352053 Data = Fx;Fy;Fz;Mx;My;Mz 2 -25.9252 22.5047 82.0186 -352.427 220.517 18.9741 Data Record #3 =========================================================================== Step = 24 Time = 13.0352053 Data = x;y;z;qx;qy;qz;qw 1 0.315773 1.46346 0.0507756 0.0763067 -0.00839572 -0.0129374 0.996965 Data Record #4 =========================================================================== Step = 24 Time = 13.0352053 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168524 ===== beginning time step 25 : 13.9801 ===== 1 Nonlinear solution status: time= 13.9801 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.735160e+09 1.178627e+06 0.000000e+00 energy 1.767055e+04 8.542697e+00 1.767055e+02 displacement 1.466305e+04 1.466305e+04 1.466305e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171440 2 Nonlinear solution status: time= 13.9801 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.291889 convergence norms : INITIAL CURRENT REQUIRED residual 5.735160e+09 9.890929e+05 0.000000e+00 energy 1.767055e+04 8.029600e-01 1.767055e+02 displacement 1.466305e+04 8.986403e+01 1.488701e+00 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168344 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 9620 at gauss point 3 * * jacobian = -0.00098841 * * * ************************************************************************* ------- failed to converge at time : 13.9801 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.472435 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168524 ===== beginning time step 25 : 13.5076 ===== 1 Nonlinear solution status: time= 13.5076 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.403201e+09 7.066506e+04 0.000000e+00 energy 4.320910e+03 4.072522e+00 4.320910e+01 displacement 3.517085e+03 3.517085e+03 3.517085e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168191 2 Nonlinear solution status: time= 13.5076 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.222715 convergence norms : INITIAL CURRENT REQUIRED residual 1.403201e+09 5.159663e+04 0.000000e+00 energy 4.320910e+03 9.045983e-02 4.320910e+01 displacement 3.517085e+03 3.545378e+00 3.507253e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167489 3 Nonlinear solution status: time= 13.5076 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.403201e+09 8.426905e+03 0.000000e+00 energy 4.320910e+03 7.289811e-02 4.320910e+01 displacement 3.517085e+03 5.637002e+00 3.536213e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167273 4 Nonlinear solution status: time= 13.5076 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.403201e+09 6.962526e+03 0.000000e+00 energy 4.320910e+03 1.092384e-02 4.320910e+01 displacement 3.517085e+03 7.602228e+00 3.530655e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167912 5 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 22791 at gauss point 1 * * jacobian = -0.0825758 * * * ************************************************************************* ------- failed to converge at time : 13.5076 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.236217 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168524 ===== beginning time step 25 : 13.2714 ===== 1 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 4.475043e+03 0.000000e+00 energy 1.067241e+03 6.943237e-01 1.067241e+01 displacement 8.487810e+02 8.487810e+02 8.487810e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165482 2 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.618230 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 1.521918e+03 0.000000e+00 energy 1.067241e+03 1.211371e-02 1.067241e+01 displacement 8.487810e+02 2.807214e+00 8.544533e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167300 3 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 2.113813e+03 0.000000e+00 energy 1.067241e+03 1.795972e-03 1.067241e+01 displacement 8.487810e+02 5.545014e+00 8.653767e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165833 4 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 3.676357e+02 0.000000e+00 energy 1.067241e+03 1.666515e-03 1.067241e+01 displacement 8.487810e+02 3.002450e+00 8.674928e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7164816 5 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 0.639078 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 2.123558e+02 0.000000e+00 energy 1.067241e+03 7.537283e-05 1.067241e+01 displacement 8.487810e+02 1.294569e-01 8.698321e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165617 6 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 9.029972e+01 0.000000e+00 energy 1.067241e+03 1.160607e-03 1.067241e+01 displacement 8.487810e+02 2.286591e-01 8.731393e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7164870 7 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 5.549101e+01 0.000000e+00 energy 1.067241e+03 9.648865e-04 1.067241e+01 displacement 8.487810e+02 1.514750e-01 8.760178e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165554 8 Nonlinear solution status: time= 13.2714 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.469808e+08 2.698853e+01 0.000000e+00 energy 1.067241e+03 1.059912e-03 1.067241e+01 displacement 8.487810e+02 2.498044e-02 8.775162e-02 convergence summary number of iterations : 8 number of reformations : 8 ------- converged at time : 13.2714 AUTO STEPPER: increasing time step, dt = 0.798506 Data Record #1 =========================================================================== Step = 25 Time = 13.2714226 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.0830017 -0.011284 -99.9998 615.787 2.55067 0.548639 Data Record #2 =========================================================================== Step = 25 Time = 13.2714226 Data = Fx;Fy;Fz;Mx;My;Mz 2 -21.8857 20.0704 84.2391 -374.223 182.174 12.8796 Data Record #3 =========================================================================== Step = 25 Time = 13.2714226 Data = x;y;z;qx;qy;qz;qw 1 0.330967 1.49898 0.0940153 0.0801099 -0.00885712 -0.0134751 0.996656 Data Record #4 =========================================================================== Step = 25 Time = 13.2714226 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165572 ===== beginning time step 26 : 14.0699 ===== 1 Nonlinear solution status: time= 14.0699 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.180907e+09 5.892053e+05 0.000000e+00 energy 1.281807e+04 1.157196e+01 1.281807e+02 displacement 1.148170e+04 1.148170e+04 1.148170e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169721 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 31464 at gauss point 7 * * jacobian = -0.00121824 * * * ************************************************************************* ------- failed to converge at time : 14.0699 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.399253 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7165572 ===== beginning time step 26 : 13.6707 ===== 1 Nonlinear solution status: time= 13.6707 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027152e+09 3.438379e+04 0.000000e+00 energy 3.149065e+03 4.812397e-01 3.149065e+01 displacement 2.926476e+03 2.926476e+03 2.926476e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167156 2 Nonlinear solution status: time= 13.6707 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.554445 convergence norms : INITIAL CURRENT REQUIRED residual 1.027152e+09 1.978112e+04 0.000000e+00 energy 3.149065e+03 1.526065e-01 3.149065e+01 displacement 2.926476e+03 5.531335e+00 2.908578e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167417 3 Nonlinear solution status: time= 13.6707 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027152e+09 7.572571e+02 0.000000e+00 energy 3.149065e+03 3.039860e-02 3.149065e+01 displacement 2.926476e+03 1.078219e+01 3.025898e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168227 4 Nonlinear solution status: time= 13.6707 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027152e+09 2.742375e+03 0.000000e+00 energy 3.149065e+03 1.227333e-02 3.149065e+01 displacement 2.926476e+03 1.099822e+01 3.098150e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167453 5 Nonlinear solution status: time= 13.6707 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027152e+09 2.797227e+01 0.000000e+00 energy 3.149065e+03 5.069548e-05 3.149065e+01 displacement 2.926476e+03 5.646572e-02 3.095596e-01 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 13.6707 AUTO STEPPER: increasing time step, dt = 1.3194 Data Record #1 =========================================================================== Step = 26 Time = 13.6706754 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.102338 -0.0135063 -99.9995 625.09 2.9713 0.930793 Data Record #2 =========================================================================== Step = 26 Time = 13.6706754 Data = Fx;Fy;Fz;Mx;My;Mz 2 -20.1222 19.1147 84.7693 -370.367 156.82 14.6063 Data Record #3 =========================================================================== Step = 26 Time = 13.6706754 Data = x;y;z;qx;qy;qz;qw 1 0.372716 1.65791 0.171337 0.0866453 -0.00961453 -0.013634 0.9961 Data Record #4 =========================================================================== Step = 26 Time = 13.6706754 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167372 ===== beginning time step 27 : 14.9901 ===== 1 Nonlinear solution status: time= 14.9901 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.200635e+10 5.522345e+06 0.000000e+00 energy 3.673959e+04 1.281129e+02 3.673959e+02 displacement 3.124347e+04 3.124347e+04 3.124347e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168848 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 9965 at gauss point 8 * * jacobian = -0.0304159 * * * ************************************************************************* ------- failed to converge at time : 14.9901 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.659701 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167372 ===== beginning time step 27 : 14.3304 ===== 1 Nonlinear solution status: time= 14.3304 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.938889e+09 3.381073e+05 0.000000e+00 energy 8.992716e+03 3.586138e+00 8.992716e+01 displacement 7.515236e+03 7.515236e+03 7.515236e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168965 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 11292 at gauss point 8 * * jacobian = -0.0251023 * * * ************************************************************************* ------- failed to converge at time : 14.3304 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 0.329851 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167372 ===== beginning time step 27 : 14.0005 ===== 1 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 2.065571e+04 0.000000e+00 energy 2.220360e+03 1.359131e+00 2.220360e+01 displacement 1.806569e+03 1.806569e+03 1.806569e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168821 2 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.625583 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 2.365363e+04 0.000000e+00 energy 2.220360e+03 1.988155e-01 2.220360e+01 displacement 1.806569e+03 3.349230e+01 1.837885e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169442 3 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 1.355530e+03 0.000000e+00 energy 2.220360e+03 5.889083e-03 2.220360e+01 displacement 1.806569e+03 4.292281e+00 1.853151e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169082 4 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.593383 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 7.522115e+03 0.000000e+00 energy 2.220360e+03 2.436904e-03 2.220360e+01 displacement 1.806569e+03 2.174464e+01 1.853546e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169388 5 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 6.330596e+03 0.000000e+00 energy 2.220360e+03 2.333245e-03 2.220360e+01 displacement 1.806569e+03 8.228511e+00 1.912678e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170333 6 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 8.152494e+03 0.000000e+00 energy 2.220360e+03 2.145240e-03 2.220360e+01 displacement 1.806569e+03 2.524744e+01 1.990790e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170099 7 Nonlinear solution status: time= 14.0005 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 0.690429 convergence norms : INITIAL CURRENT REQUIRED residual 7.256822e+08 9.776633e+03 0.000000e+00 energy 2.220360e+03 2.484457e-05 2.220360e+01 displacement 1.806569e+03 3.523635e+00 2.055138e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170081 8 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 22791 at gauss point 1 * * jacobian = -0.0615623 * * * ************************************************************************* ------- failed to converge at time : 14.0005 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 0.164925 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7167372 ===== beginning time step 27 : 13.8356 ===== 1 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 1.349406e+03 0.000000e+00 energy 5.513770e+02 1.621176e-01 5.513770e+00 displacement 4.404927e+02 4.404927e+02 4.404927e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169199 2 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.648798 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 8.234284e+02 0.000000e+00 energy 5.513770e+02 1.870584e-02 5.513770e+00 displacement 4.404927e+02 5.425331e+00 4.520090e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169505 3 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 1.857168e+02 0.000000e+00 energy 5.513770e+02 8.565775e-03 5.513770e+00 displacement 4.404927e+02 3.310814e+00 4.653892e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168875 4 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 1.519415e+03 0.000000e+00 energy 5.513770e+02 1.279573e-03 5.513770e+00 displacement 4.404927e+02 1.207343e+01 5.039409e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170225 5 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 2.755496e+02 0.000000e+00 energy 5.513770e+02 3.237088e-04 5.513770e+00 displacement 4.404927e+02 1.915909e+00 5.289760e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170243 6 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 3.198824e+02 0.000000e+00 energy 5.513770e+02 1.914732e-03 5.513770e+00 displacement 4.404927e+02 4.390951e+00 5.663425e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168686 7 Nonlinear solution status: time= 13.8356 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 0.577483 convergence norms : INITIAL CURRENT REQUIRED residual 1.802313e+08 8.878714e+01 0.000000e+00 energy 5.513770e+02 3.228954e-03 5.513770e+00 displacement 4.404927e+02 3.892845e-02 5.681232e-02 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 13.8356 AUTO STEPPER: increasing time step, dt = 0.824626 Data Record #1 =========================================================================== Step = 27 Time = 13.8356007 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.27158 -0.037261 -99.9975 632.826 8.34682 1.95876 Data Record #2 =========================================================================== Step = 27 Time = 13.8356007 Data = Fx;Fy;Fz;Mx;My;Mz 2 -17.5134 17.4966 86.4631 -387.781 133.843 10.9292 Data Record #3 =========================================================================== Step = 27 Time = 13.8356007 Data = x;y;z;qx;qy;qz;qw 1 0.380973 1.65565 0.20318 0.0893717 -0.00996537 -0.0143622 0.995845 Data Record #4 =========================================================================== Step = 27 Time = 13.8356007 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168965 ===== beginning time step 28 : 14.6602 ===== 1 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.706065e+09 8.529716e+05 0.000000e+00 energy 1.430063e+04 1.138008e+01 1.430063e+02 displacement 1.179853e+04 1.179853e+04 1.179853e+00 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7169280 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 31459 at gauss point 1 * * jacobian = -0.00698572 * * * ************************************************************************* ------- failed to converge at time : 14.6602 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 0.412313 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7168965 ===== beginning time step 28 : 14.2479 ===== 1 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 5.028872e+04 0.000000e+00 energy 3.526339e+03 2.561720e+00 3.526339e+01 displacement 2.972449e+03 2.972449e+03 2.972449e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170036 2 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.446885 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 2.624575e+04 0.000000e+00 energy 3.526339e+03 3.528078e-01 3.526339e+01 displacement 2.972449e+03 6.403554e+00 2.982490e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170522 3 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 6.297660e+04 0.000000e+00 energy 3.526339e+03 8.057781e-02 3.526339e+01 displacement 2.972449e+03 5.807491e+01 2.989812e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171008 4 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.568167 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 4.783765e+04 0.000000e+00 energy 3.526339e+03 2.144742e-02 3.526339e+01 displacement 2.972449e+03 1.297347e+01 2.987266e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171593 5 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 0.567882 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 2.639910e+04 0.000000e+00 energy 3.526339e+03 8.789549e-03 3.526339e+01 displacement 2.972449e+03 4.028963e+00 3.012193e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7172088 6 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 1.246011e+04 0.000000e+00 energy 3.526339e+03 2.600636e-03 3.526339e+01 displacement 2.972449e+03 1.168432e+01 3.051333e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171953 7 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 2.613757e+03 0.000000e+00 energy 3.526339e+03 1.065909e-03 3.526339e+01 displacement 2.972449e+03 3.120326e+00 3.073357e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171413 8 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 3.509729e+02 0.000000e+00 energy 3.526339e+03 1.121347e-03 3.526339e+01 displacement 2.972449e+03 8.938984e-01 3.075863e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171485 9 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 1.483011e+03 0.000000e+00 energy 3.526339e+03 7.686685e-03 3.526339e+01 displacement 2.972449e+03 1.921421e+00 3.098393e-01 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171935 10 Nonlinear solution status: time= 14.2479 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 10 step from line search = 0.462409 convergence norms : INITIAL CURRENT REQUIRED residual 1.160560e+09 7.881101e+02 0.000000e+00 energy 3.526339e+03 2.845026e-03 3.526339e+01 displacement 2.972449e+03 3.848831e-02 3.101586e-01 convergence summary number of iterations : 10 number of reformations : 10 ------- converged at time : 14.2479 Data Record #1 =========================================================================== Step = 28 Time = 14.2479139 Data = Fx;Fy;Fz;Mx;My;Mz 1 0.873874 -0.126837 -99.9973 651.514 27.1213 6.21414 Data Record #2 =========================================================================== Step = 28 Time = 14.2479139 Data = Fx;Fy;Fz;Mx;My;Mz 2 -16.2273 16.3363 87.0395 -399.61 113.005 13.1136 Data Record #3 =========================================================================== Step = 28 Time = 14.2479139 Data = x;y;z;qx;qy;qz;qw 1 0.439177 1.72313 0.288035 0.0962638 -0.0109359 -0.0161121 0.995165 Data Record #4 =========================================================================== Step = 28 Time = 14.2479139 Data = x;y;z;qx;qy;qz;qw 2 0 0 0 0 0 0 1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7172412 ===== beginning time step 29 : 14.6602 ===== 1 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 5.612682e+04 0.000000e+00 energy 3.628059e+03 3.648015e+00 3.628059e+01 displacement 2.889212e+03 2.889212e+03 2.889212e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171656 2 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.515280 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 1.405411e+04 0.000000e+00 energy 3.628059e+03 1.173018e-01 3.628059e+01 displacement 2.889212e+03 7.864061e+00 2.900578e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170819 3 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 1.367638e+04 0.000000e+00 energy 3.628059e+03 1.215943e-01 3.628059e+01 displacement 2.889212e+03 7.540660e+00 2.926407e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170288 4 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 0.242716 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 1.405722e+04 0.000000e+00 energy 3.628059e+03 1.504213e-02 3.628059e+01 displacement 2.889212e+03 9.750474e-01 2.931903e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170189 5 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 5 step from line search = 0.647801 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 5.920062e+03 0.000000e+00 energy 3.628059e+03 2.507725e-03 3.628059e+01 displacement 2.889212e+03 2.313919e+00 2.948463e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7170954 6 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 2.379265e+03 0.000000e+00 energy 3.628059e+03 1.700507e-03 3.628059e+01 displacement 2.889212e+03 2.519518e+00 2.956954e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171089 7 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 3.889533e+04 0.000000e+00 energy 3.628059e+03 2.703468e-01 3.628059e+01 displacement 2.889212e+03 2.295559e+01 3.031871e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171989 8 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 0.590204 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 4.486440e+02 0.000000e+00 energy 3.628059e+03 3.134475e-02 3.628059e+01 displacement 2.889212e+03 6.861157e+00 3.012893e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7172232 9 Nonlinear solution status: time= 14.6602 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 9 step from line search = 0.566911 convergence norms : INITIAL CURRENT REQUIRED residual 1.214284e+09 1.190157e+03 0.000000e+00 energy 3.628059e+03 1.112672e-02 3.628059e+01 displacement 2.889212e+03 2.920654e+00 3.031174e-01 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 184062 Nr of nonzeroes in stiffness matrix ....... : 7171071