=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 0 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== Reading file /home/doherts/lustre/MULTIS/006_LA/006LA_Quad_run3.feb ...SUCCESS! ]0;(step 1/2: 0%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.952617e-19 2.543922e-19 0.000000e+00 energy 8.779374e-21 2.398688e-21 8.779374e-23 displacement 5.150095e-21 5.150095e-21 5.150095e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.543922e-19 3.697419e-19 0.000000e+00 energy 6.732863e-21 4.275676e-21 6.732863e-23 displacement 3.206029e-21 3.206029e-21 3.206029e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 3 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.697419e-19 3.649831e-19 0.000000e+00 energy 8.551476e-21 4.352006e-21 8.551476e-23 displacement 3.187042e-21 3.187042e-21 3.187042e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 4 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.649831e-19 3.558776e-19 0.000000e+00 energy 8.538491e-21 4.358892e-21 8.538491e-23 displacement 3.185817e-21 3.185817e-21 3.185817e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.558776e-19 3.546547e-19 0.000000e+00 energy 8.562603e-21 4.373165e-21 8.562603e-23 displacement 3.223808e-21 3.223808e-21 3.223808e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 6 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.546547e-19 3.565932e-19 0.000000e+00 energy 8.559740e-21 4.332451e-21 8.559740e-23 displacement 3.191810e-21 3.191810e-21 3.191810e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 7 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.565932e-19 3.619846e-19 0.000000e+00 energy 8.492595e-21 4.309796e-21 8.492595e-23 displacement 3.182638e-21 3.182638e-21 3.182638e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.619846e-19 3.579894e-19 0.000000e+00 energy 8.543578e-21 4.358582e-21 8.543578e-23 displacement 3.199341e-21 3.199341e-21 3.199341e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 9 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.579894e-19 3.496809e-19 0.000000e+00 energy 8.552303e-21 4.335261e-21 8.552303e-23 displacement 3.200701e-21 3.200701e-21 3.200701e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 10 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.496809e-19 3.475149e-19 0.000000e+00 energy 8.506625e-21 4.303847e-21 8.506625e-23 displacement 3.198434e-21 3.198434e-21 3.198434e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.475149e-19 3.516829e-19 0.000000e+00 energy 8.496308e-21 4.337575e-21 8.496308e-23 displacement 3.198657e-21 3.198657e-21 3.198657e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 12 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.516829e-19 3.585793e-19 0.000000e+00 energy 8.557440e-21 4.376411e-21 8.557440e-23 displacement 3.184525e-21 3.184525e-21 3.184525e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 12 Total number of equilibrium iterations ............ : 12 Average number of equilibrium iterations .......... : 1 Total number of right hand evaluations ............ : 24 Total number of stiffness reformations ............ : 12 Time in linear solver: 0:16:35 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.585793e-19 3.515731e-19 0.000000e+00 energy 8.551182e-21 4.301404e-21 8.551182e-23 displacement 3.188944e-21 3.188944e-21 3.188944e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 2 : 1.11 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.11 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.515731e-19 4.094329e-19 0.000000e+00 energy 8.513766e-21 4.334067e-21 8.513766e-23 displacement 3.212770e-21 3.212770e-21 3.212770e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.094329e-19 3.728667e-19 0.000000e+00 energy 8.574490e-21 4.355291e-21 8.574490e-23 displacement 3.214962e-21 3.214962e-21 3.214962e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.13 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.728667e-19 3.513354e-19 0.000000e+00 energy 8.575720e-21 4.335019e-21 8.575720e-23 displacement 3.211764e-21 3.211764e-21 3.211764e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.513354e-19 3.666776e-19 0.000000e+00 energy 8.550687e-21 4.323500e-21 8.550687e-23 displacement 3.185572e-21 3.185572e-21 3.185572e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.666776e-19 3.539365e-19 0.000000e+00 energy 8.526881e-21 4.327206e-21 8.526881e-23 displacement 3.157352e-21 3.157352e-21 3.157352e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.539365e-19 3.790621e-19 0.000000e+00 energy 8.544678e-21 4.344615e-21 8.544678e-23 displacement 3.170155e-21 3.170155e-21 3.170155e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.17 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.790621e-19 4.045721e-19 0.000000e+00 energy 8.552590e-21 4.375605e-21 8.552590e-23 displacement 3.172614e-21 3.172614e-21 3.172614e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.045721e-19 3.841675e-19 0.000000e+00 energy 8.584325e-21 4.353602e-21 8.584325e-23 displacement 3.205747e-21 3.205747e-21 3.205747e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.19 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.841675e-19 3.667250e-19 0.000000e+00 energy 8.539260e-21 4.320493e-21 8.539260e-23 displacement 3.180097e-21 3.180097e-21 3.180097e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.667250e-19 3.493407e-19 0.000000e+00 energy 8.526826e-21 4.339504e-21 8.526826e-23 displacement 3.203347e-21 3.203347e-21 3.203347e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.493407e-19 3.718247e-19 0.000000e+00 energy 8.538065e-21 4.350757e-21 8.538065e-23 displacement 3.205695e-21 3.205695e-21 3.205695e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.718247e-19 3.491234e-19 0.000000e+00 energy 8.542086e-21 4.341064e-21 8.542086e-23 displacement 3.195445e-21 3.195445e-21 3.195445e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.491234e-19 3.541425e-19 0.000000e+00 energy 8.524942e-21 4.339757e-21 8.524942e-23 displacement 3.216107e-21 3.216107e-21 3.216107e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.23 ]0;(step 2/2: 23%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.541425e-19 3.555137e-19 0.000000e+00 energy 8.539520e-21 4.345486e-21 8.539520e-23 displacement 3.195247e-21 3.195247e-21 3.195247e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.24 ]0;(step 2/2: 24%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 16 : 1.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.555137e-19 3.489743e-19 0.000000e+00 energy 8.543199e-21 4.353996e-21 8.543199e-23 displacement 3.191456e-21 3.191456e-21 3.191456e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.25 ]0;(step 2/2: 25%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 17 : 1.26 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.489743e-19 3.824668e-19 0.000000e+00 energy 8.527357e-21 4.322210e-21 8.527357e-23 displacement 3.191546e-21 3.191546e-21 3.191546e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.26 ]0;(step 2/2: 26%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.824668e-19 3.528733e-19 0.000000e+00 energy 8.498940e-21 4.313630e-21 8.498940e-23 displacement 3.189258e-21 3.189258e-21 3.189258e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.27 ]0;(step 2/2: 27%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.528733e-19 3.534601e-19 0.000000e+00 energy 8.520066e-21 4.342550e-21 8.520066e-23 displacement 3.180939e-21 3.180939e-21 3.180939e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.28 ]0;(step 2/2: 28%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.29 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.534601e-19 3.530455e-19 0.000000e+00 energy 8.550276e-21 4.329627e-21 8.550276e-23 displacement 3.193350e-21 3.193350e-21 3.193350e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.29 ]0;(step 2/2: 29%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.530455e-19 3.560784e-19 0.000000e+00 energy 8.542572e-21 4.320914e-21 8.542572e-23 displacement 3.212375e-21 3.212375e-21 3.212375e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.3 ]0;(step 2/2: 30%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50224959 1 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.560784e-19 1.180016e-03 0.000000e+00 energy 8.539447e-21 1.002369e-15 8.539447e-23 displacement 3.218867e-21 8.047167e-22 8.047167e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225157 2 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.180016e-03 1.603356e-06 0.000000e+00 energy 1.002369e-15 1.546427e-05 1.002369e-17 displacement 3.218867e-21 7.042991e-03 7.042991e-09 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225067 3 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.603356e-06 3.582348e-08 0.000000e+00 energy 1.546427e-05 6.267526e-08 1.546427e-07 displacement 3.218867e-21 6.230643e-04 9.343711e-09 4 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.603356e-06 4.903039e-12 0.000000e+00 energy 1.546427e-05 6.979078e-11 1.546427e-07 displacement 3.218867e-21 1.831113e-07 9.315323e-09 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.31 ]0;(step 2/2: 31%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225067 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 4.546337e-02 1.187111e+00 0.000000e+00 energy 4.204330e-02 8.421570e-02 4.204330e-04 displacement 5.110736e-01 1.277684e-01 1.277684e-07 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225517 2 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 1.425051e-02 0.000000e+00 energy 8.421570e-02 2.200598e-03 8.421570e-04 displacement 5.110736e-01 8.254729e+00 8.262458e-06 3 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 1.870011e-02 0.000000e+00 energy 8.421570e-02 6.768111e-04 8.421570e-04 displacement 5.110736e-01 7.700236e+00 7.955613e-07 4 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 9 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 1.518184e-03 0.000000e+00 energy 8.421570e-02 5.031392e-04 8.421570e-04 displacement 5.110736e-01 8.433291e-02 8.438120e-07 5 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 10 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 5.967733e-04 0.000000e+00 energy 8.421570e-02 2.781052e-04 8.421570e-04 displacement 5.110736e-01 2.778332e-02 9.079727e-07 6 Nonlinear solution status: time= 1.32 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 9.118513e-04 0.000000e+00 energy 8.421570e-02 5.433634e-05 8.421570e-04 displacement 5.110736e-01 1.432059e-02 1.073640e-06 7 Nonlinear solution status: time= 1.32 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 3.594298e-04 0.000000e+00 energy 8.421570e-02 5.201349e-05 8.421570e-04 displacement 5.110736e-01 1.776368e-03 1.121304e-06 8 Nonlinear solution status: time= 1.32 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 1.519410e-04 0.000000e+00 energy 8.421570e-02 2.223441e-05 8.421570e-04 displacement 5.110736e-01 1.788162e-02 1.315701e-06 9 Nonlinear solution status: time= 1.32 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 2.712223e-05 0.000000e+00 energy 8.421570e-02 4.616335e-06 8.421570e-04 displacement 5.110736e-01 9.740050e-04 1.306544e-06 10 Nonlinear solution status: time= 1.32 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 1.563780e-05 0.000000e+00 energy 8.421570e-02 4.842185e-06 8.421570e-04 displacement 5.110736e-01 4.184148e-04 1.288582e-06 11 Nonlinear solution status: time= 1.32 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 8.190623e-06 0.000000e+00 energy 8.421570e-02 1.040869e-05 8.421570e-04 displacement 5.110736e-01 7.037739e-04 1.317155e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225211 12 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 3.250289e-06 0.000000e+00 energy 8.421570e-02 7.952776e-06 8.421570e-04 displacement 5.110736e-01 1.643847e-03 1.362241e-06 13 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 3 step from line search = 0.619438 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 2.529494e-06 0.000000e+00 energy 8.421570e-02 4.993821e-06 8.421570e-04 displacement 5.110736e-01 4.320344e-04 1.400144e-06 14 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 4.113688e-07 0.000000e+00 energy 8.421570e-02 7.844438e-07 8.421570e-04 displacement 5.110736e-01 1.459673e-04 1.378427e-06 15 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 1.084680e-07 0.000000e+00 energy 8.421570e-02 4.371331e-07 8.421570e-04 displacement 5.110736e-01 4.760844e-05 1.366023e-06 16 Nonlinear solution status: time= 1.32 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 3 step from line search = 0.291173 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 6.218862e-08 0.000000e+00 energy 8.421570e-02 1.130041e-07 8.421570e-04 displacement 5.110736e-01 1.903828e-06 1.364109e-06 17 Nonlinear solution status: time= 1.32 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 0.246445 convergence norms : INITIAL CURRENT REQUIRED residual 1.187111e+00 5.249416e-08 0.000000e+00 energy 8.421570e-02 1.452856e-08 8.421570e-04 displacement 5.110736e-01 8.352980e-07 1.363072e-06 ------- converged at time : 1.32 ]0;(step 2/2: 32%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225265 1 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 2.126175e-01 0.000000e+00 energy 2.782026e-01 8.690729e-02 2.782026e-03 displacement 2.639799e+00 2.639799e+00 2.639799e-06 2 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.041024 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.611768e-02 0.000000e+00 energy 2.782026e-01 2.458901e-02 2.782026e-03 displacement 2.639799e+00 6.301902e+00 1.682966e-05 3 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 2.371868e-03 0.000000e+00 energy 2.782026e-01 2.464838e-03 2.782026e-03 displacement 2.639799e+00 3.454940e-02 1.541157e-05 4 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.314161 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.322636e-02 0.000000e+00 energy 2.782026e-01 5.015864e-03 2.782026e-03 displacement 2.639799e+00 4.865129e-01 1.043811e-05 5 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.193187 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 2.015316e-02 0.000000e+00 energy 2.782026e-01 3.916777e-03 2.782026e-03 displacement 2.639799e+00 3.916368e-01 6.799182e-06 6 Nonlinear solution status: time= 1.33 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.080616 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.963567e-02 0.000000e+00 energy 2.782026e-01 5.391742e-04 2.782026e-03 displacement 2.639799e+00 5.490346e-02 5.637214e-06 7 Nonlinear solution status: time= 1.33 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.411493 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.478822e-02 0.000000e+00 energy 2.782026e-01 1.517940e-05 2.782026e-03 displacement 2.639799e+00 2.655056e-02 4.903970e-06 8 Nonlinear solution status: time= 1.33 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.198438 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 6.992301e-03 0.000000e+00 energy 2.782026e-01 2.128838e-04 2.782026e-03 displacement 2.639799e+00 2.375221e-02 4.279776e-06 9 Nonlinear solution status: time= 1.33 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.236845 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 3.517869e-03 0.000000e+00 energy 2.782026e-01 4.108629e-05 2.782026e-03 displacement 2.639799e+00 8.792821e-03 4.042058e-06 10 Nonlinear solution status: time= 1.33 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 4.956211e-03 0.000000e+00 energy 2.782026e-01 7.675399e-04 2.782026e-03 displacement 2.639799e+00 1.971566e-02 4.400463e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225157 11 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.073497 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 4.031943e-03 0.000000e+00 energy 2.782026e-01 2.726983e-05 2.782026e-03 displacement 2.639799e+00 4.507328e-03 4.138076e-06 12 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.049707 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 3.137352e-03 0.000000e+00 energy 2.782026e-01 6.854593e-05 2.782026e-03 displacement 2.639799e+00 1.708842e-03 4.003115e-06 13 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.378730 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.083477e-03 0.000000e+00 energy 2.782026e-01 2.192348e-04 2.782026e-03 displacement 2.639799e+00 5.469776e-03 4.021812e-06 14 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.562538 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.307992e-03 0.000000e+00 energy 2.782026e-01 3.173995e-04 2.782026e-03 displacement 2.639799e+00 5.789044e-03 4.023766e-06 15 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.508078 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.839214e-03 0.000000e+00 energy 2.782026e-01 2.577685e-04 2.782026e-03 displacement 2.639799e+00 1.954794e-03 4.000751e-06 16 Nonlinear solution status: time= 1.33 stiffness updates = 5 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 2.500632e-04 0.000000e+00 energy 2.782026e-01 2.330859e-05 2.782026e-03 displacement 2.639799e+00 7.050960e-03 4.024832e-06 17 Nonlinear solution status: time= 1.33 stiffness updates = 6 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.526571 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.842960e-04 0.000000e+00 energy 2.782026e-01 1.517251e-05 2.782026e-03 displacement 2.639799e+00 3.735203e-04 3.993274e-06 18 Nonlinear solution status: time= 1.33 stiffness updates = 7 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.116251 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.332760e-04 0.000000e+00 energy 2.782026e-01 1.125507e-05 2.782026e-03 displacement 2.639799e+00 1.225845e-04 3.994392e-06 19 Nonlinear solution status: time= 1.33 stiffness updates = 8 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.606094 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 3.889160e-05 0.000000e+00 energy 2.782026e-01 5.963491e-06 2.782026e-03 displacement 2.639799e+00 3.059117e-04 3.961283e-06 20 Nonlinear solution status: time= 1.33 stiffness updates = 9 right hand side evaluations = 43 stiffness matrix reformations = 2 step from line search = 0.502072 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.822713e-05 0.000000e+00 energy 2.782026e-01 1.169978e-05 2.782026e-03 displacement 2.639799e+00 1.218102e-04 3.954627e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225373 21 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 45 stiffness matrix reformations = 3 step from line search = 0.381282 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.110887e-05 0.000000e+00 energy 2.782026e-01 3.542463e-06 2.782026e-03 displacement 2.639799e+00 8.513548e-05 3.937632e-06 22 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 47 stiffness matrix reformations = 3 step from line search = 0.606559 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 2.736787e-06 0.000000e+00 energy 2.782026e-01 3.877187e-06 2.782026e-03 displacement 2.639799e+00 1.427991e-04 3.961093e-06 23 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 48 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 1.811860e-07 0.000000e+00 energy 2.782026e-01 2.573770e-07 2.782026e-03 displacement 2.639799e+00 2.599343e-05 3.955327e-06 24 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 49 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.413533e-01 8.293644e-08 0.000000e+00 energy 2.782026e-01 1.288398e-07 2.782026e-03 displacement 2.639799e+00 1.739021e-06 3.954089e-06 ------- converged at time : 1.33 ]0;(step 2/2: 33%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225517 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 4.552301e-01 0.000000e+00 energy 6.674625e-01 1.253667e-01 6.674625e-03 displacement 5.240692e+00 5.240692e+00 5.240692e-06 2 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.111125 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.166705e+00 0.000000e+00 energy 6.674625e-01 3.701318e-01 6.674625e-03 displacement 5.240692e+00 1.203280e+02 1.721837e-04 3 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 7.034908e-01 0.000000e+00 energy 6.674625e-01 1.109322e-02 6.674625e-03 displacement 5.240692e+00 1.558047e+00 1.676492e-04 4 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 8.700444e-01 0.000000e+00 energy 6.674625e-01 3.723610e-02 6.674625e-03 displacement 5.240692e+00 1.421414e+01 8.577742e-05 5 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.235978 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 5.801245e-01 0.000000e+00 energy 6.674625e-01 2.475230e-02 6.674625e-03 displacement 5.240692e+00 4.208871e+00 5.235819e-05 6 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.089953 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 4.748370e-01 0.000000e+00 energy 6.674625e-01 1.075699e-02 6.674625e-03 displacement 5.240692e+00 8.147523e-01 4.023027e-05 7 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.104767 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 3.615624e-01 0.000000e+00 energy 6.674625e-01 1.099866e-02 6.674625e-03 displacement 5.240692e+00 7.864780e-01 2.983489e-05 8 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.078381 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 2.969379e-01 0.000000e+00 energy 6.674625e-01 6.679830e-03 6.674625e-03 displacement 5.240692e+00 3.199244e-01 2.401350e-05 9 Nonlinear solution status: time= 1.34 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 1 step from line search = 0.072006 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 2.489629e-01 0.000000e+00 energy 6.674625e-01 4.552735e-03 6.674625e-03 displacement 5.240692e+00 2.172957e-01 1.969408e-05 10 Nonlinear solution status: time= 1.34 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 1 step from line search = 0.128962 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.795421e-01 0.000000e+00 energy 6.674625e-01 4.324517e-03 6.674625e-03 displacement 5.240692e+00 1.965088e-01 1.599657e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225265 11 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.077068 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.525358e-01 0.000000e+00 energy 6.674625e-01 3.443222e-03 6.674625e-03 displacement 5.240692e+00 1.128455e-01 1.347340e-05 12 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.077663 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.313078e-01 0.000000e+00 energy 6.674625e-01 3.659484e-04 6.674625e-03 displacement 5.240692e+00 8.790075e-02 1.143373e-05 13 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.071430 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 9.697625e-02 0.000000e+00 energy 6.674625e-01 4.618874e-04 6.674625e-03 displacement 5.240692e+00 8.493342e-02 9.698753e-06 14 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.081809 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 5.496000e-02 0.000000e+00 energy 6.674625e-01 1.005379e-03 6.674625e-03 displacement 5.240692e+00 6.450818e-02 8.454684e-06 15 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.044447 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 3.836810e-02 0.000000e+00 energy 6.674625e-01 3.420170e-04 6.674625e-03 displacement 5.240692e+00 1.712296e-02 7.894287e-06 16 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 42 stiffness matrix reformations = 2 step from line search = 0.116824 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.048832e-02 0.000000e+00 energy 6.674625e-01 1.285629e-03 6.674625e-03 displacement 5.240692e+00 3.339653e-02 7.291004e-06 17 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 45 stiffness matrix reformations = 2 step from line search = 0.241527 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 2.404217e-02 0.000000e+00 energy 6.674625e-01 3.472820e-03 6.674625e-03 displacement 5.240692e+00 7.196722e-02 7.182917e-06 18 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 46 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.182139e-02 0.000000e+00 energy 6.674625e-01 2.761848e-03 6.674625e-03 displacement 5.240692e+00 7.658371e-02 7.835032e-06 19 Nonlinear solution status: time= 1.34 stiffness updates = 8 right hand side evaluations = 48 stiffness matrix reformations = 2 step from line search = 0.415777 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.239975e-02 0.000000e+00 energy 6.674625e-01 3.047370e-03 6.674625e-03 displacement 5.240692e+00 9.297987e-02 8.915877e-06 20 Nonlinear solution status: time= 1.34 stiffness updates = 9 right hand side evaluations = 50 stiffness matrix reformations = 2 step from line search = 0.357808 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.870428e-02 0.000000e+00 energy 6.674625e-01 1.853718e-03 6.674625e-03 displacement 5.240692e+00 1.494652e-02 8.487088e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225787 21 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 0.225047 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.160776e-02 0.000000e+00 energy 6.674625e-01 2.459121e-04 6.674625e-03 displacement 5.240692e+00 2.286110e-02 7.780309e-06 22 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.151017 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 3.930594e-03 0.000000e+00 energy 6.674625e-01 5.122520e-04 6.674625e-03 displacement 5.240692e+00 2.059806e-02 7.219835e-06 23 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 56 stiffness matrix reformations = 3 step from line search = 0.333637 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 6.016729e-04 0.000000e+00 energy 6.674625e-01 1.487440e-04 6.674625e-03 displacement 5.240692e+00 9.611842e-03 7.036994e-06 24 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 58 stiffness matrix reformations = 3 step from line search = 0.449029 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 2.265194e-04 0.000000e+00 energy 6.674625e-01 1.294264e-04 6.674625e-03 displacement 5.240692e+00 1.535964e-03 6.984504e-06 25 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 60 stiffness matrix reformations = 3 step from line search = 0.455409 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 8.578579e-05 0.000000e+00 energy 6.674625e-01 2.822288e-05 6.674625e-03 displacement 5.240692e+00 1.358842e-03 6.860277e-06 26 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 62 stiffness matrix reformations = 3 step from line search = 0.171984 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 9.664793e-05 0.000000e+00 energy 6.674625e-01 4.404366e-05 6.674625e-03 displacement 5.240692e+00 5.130239e-04 6.839181e-06 27 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 64 stiffness matrix reformations = 3 step from line search = 0.477440 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 4.763661e-05 0.000000e+00 energy 6.674625e-01 1.266470e-05 6.674625e-03 displacement 5.240692e+00 4.711813e-04 6.894748e-06 28 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 66 stiffness matrix reformations = 3 step from line search = 0.627826 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 1.769376e-05 0.000000e+00 energy 6.674625e-01 5.640857e-06 6.674625e-03 displacement 5.240692e+00 5.802359e-05 6.897696e-06 29 Nonlinear solution status: time= 1.34 stiffness updates = 8 right hand side evaluations = 68 stiffness matrix reformations = 3 step from line search = 0.546017 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 6.873016e-06 0.000000e+00 energy 6.674625e-01 1.257832e-06 6.674625e-03 displacement 5.240692e+00 1.152907e-04 6.862713e-06 30 Nonlinear solution status: time= 1.34 stiffness updates = 9 right hand side evaluations = 70 stiffness matrix reformations = 3 step from line search = 0.587942 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 4.806076e-06 0.000000e+00 energy 6.674625e-01 8.207986e-07 6.674625e-03 displacement 5.240692e+00 4.364448e-05 6.848497e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225841 31 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 71 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.468324e+00 2.746862e-09 0.000000e+00 energy 6.674625e-01 3.051171e-09 6.674625e-03 displacement 5.240692e+00 5.971536e-06 6.844869e-06 ------- converged at time : 1.34 ]0;(step 2/2: 34%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50225841 1 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 5.882857e-02 0.000000e+00 energy 1.023095e+00 5.844585e-02 1.023095e-02 displacement 8.818301e+00 8.818301e+00 8.818301e-06 2 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.533773 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 5.139625e-01 0.000000e+00 energy 1.023095e+00 1.608127e-01 1.023095e-02 displacement 8.818301e+00 2.223943e+01 5.465896e-05 3 Nonlinear solution status: time= 1.35 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 9.488398e-02 0.000000e+00 energy 1.023095e+00 2.087554e-03 1.023095e-02 displacement 8.818301e+00 8.973493e-01 4.638968e-05 4 Nonlinear solution status: time= 1.35 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 1.517057e-01 0.000000e+00 energy 1.023095e+00 4.963974e-04 1.023095e-02 displacement 8.818301e+00 1.115563e+01 1.363024e-05 5 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.619625 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 2.882537e-02 0.000000e+00 energy 1.023095e+00 2.117185e-03 1.023095e-02 displacement 8.818301e+00 1.944168e-01 1.113357e-05 6 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.391940 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 7.919974e-03 0.000000e+00 energy 1.023095e+00 1.649386e-03 1.023095e-02 displacement 8.818301e+00 6.702381e-02 1.054148e-05 7 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.552457 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 4.256805e-02 0.000000e+00 energy 1.023095e+00 3.284125e-03 1.023095e-02 displacement 8.818301e+00 1.823340e-01 1.225115e-05 8 Nonlinear solution status: time= 1.35 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 5.899320e-03 0.000000e+00 energy 1.023095e+00 6.824095e-04 1.023095e-02 displacement 8.818301e+00 8.176663e-02 1.175138e-05 9 Nonlinear solution status: time= 1.35 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.283824 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 1.452496e-03 0.000000e+00 energy 1.023095e+00 4.810351e-04 1.023095e-02 displacement 8.818301e+00 2.121239e-02 1.096765e-05 10 Nonlinear solution status: time= 1.35 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.292432 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 2.121824e-03 0.000000e+00 energy 1.023095e+00 2.987032e-04 1.023095e-02 displacement 8.818301e+00 6.475794e-03 1.050051e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226003 11 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.317348 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 1.008033e-03 0.000000e+00 energy 1.023095e+00 2.742654e-04 1.023095e-02 displacement 8.818301e+00 2.560851e-03 1.031161e-05 12 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.350403 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 5.679448e-04 0.000000e+00 energy 1.023095e+00 6.106865e-05 1.023095e-02 displacement 8.818301e+00 1.064185e-03 1.021539e-05 13 Nonlinear solution status: time= 1.35 stiffness updates = 2 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.251409 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 3.178672e-04 0.000000e+00 energy 1.023095e+00 8.040774e-05 1.023095e-02 displacement 8.818301e+00 5.424900e-04 1.028284e-05 14 Nonlinear solution status: time= 1.35 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.370914 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 1.574704e-04 0.000000e+00 energy 1.023095e+00 9.690465e-05 1.023095e-02 displacement 8.818301e+00 6.101539e-04 1.035962e-05 15 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 2.708484e-04 0.000000e+00 energy 1.023095e+00 1.701914e-04 1.023095e-02 displacement 8.818301e+00 2.081256e-03 1.035270e-05 16 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 5.588442e-05 0.000000e+00 energy 1.023095e+00 4.517097e-05 1.023095e-02 displacement 8.818301e+00 5.547915e-04 1.030810e-05 17 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.399126 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 2.171949e-05 0.000000e+00 energy 1.023095e+00 9.959215e-06 1.023095e-02 displacement 8.818301e+00 1.229776e-04 1.030534e-05 18 Nonlinear solution status: time= 1.35 stiffness updates = 7 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.634884 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 6.560083e-06 0.000000e+00 energy 1.023095e+00 1.178332e-06 1.023095e-02 displacement 8.818301e+00 1.682796e-05 1.030013e-05 19 Nonlinear solution status: time= 1.35 stiffness updates = 8 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.627742 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 1.110706e-06 0.000000e+00 energy 1.023095e+00 6.469075e-07 1.023095e-02 displacement 8.818301e+00 1.508958e-05 1.031033e-05 20 Nonlinear solution status: time= 1.35 stiffness updates = 9 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.466489e+00 3.326162e-07 0.000000e+00 energy 1.023095e+00 1.397954e-07 1.023095e-02 displacement 8.818301e+00 6.504578e-06 1.030830e-05 ------- converged at time : 1.35 ]0;(step 2/2: 35%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226075 1 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 7.604690e-02 0.000000e+00 energy 1.596930e+00 5.613868e-02 1.596930e-02 displacement 1.245490e+01 1.245490e+01 1.245490e-05 2 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.304626 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 8.799572e-01 0.000000e+00 energy 1.596930e+00 1.647956e-01 1.596930e-02 displacement 1.245490e+01 1.808438e+01 5.325497e-05 3 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 3.406125e-01 0.000000e+00 energy 1.596930e+00 9.380178e-04 1.596930e-02 displacement 1.245490e+01 5.087508e-01 5.074721e-05 4 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 2.565369e-01 0.000000e+00 energy 1.596930e+00 1.032861e-02 1.596930e-02 displacement 1.245490e+01 5.685428e+00 2.386727e-05 5 Nonlinear solution status: time= 1.36 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.537006 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 5.637034e-02 0.000000e+00 energy 1.596930e+00 2.786220e-03 1.596930e-02 displacement 1.245490e+01 9.988894e-01 1.636464e-05 6 Nonlinear solution status: time= 1.36 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.371568e-02 0.000000e+00 energy 1.596930e+00 2.266139e-03 1.596930e-02 displacement 1.245490e+01 5.331721e-01 1.358153e-05 7 Nonlinear solution status: time= 1.36 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.359924 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 3.704225e-02 0.000000e+00 energy 1.596930e+00 1.545305e-03 1.596930e-02 displacement 1.245490e+01 2.384497e-02 1.367569e-05 8 Nonlinear solution status: time= 1.36 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.594629 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 3.869453e-02 0.000000e+00 energy 1.596930e+00 2.550500e-03 1.596930e-02 displacement 1.245490e+01 1.628020e-01 1.581242e-05 9 Nonlinear solution status: time= 1.36 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 6.862436e-03 0.000000e+00 energy 1.596930e+00 2.284904e-03 1.596930e-02 displacement 1.245490e+01 4.426635e-01 1.732475e-05 10 Nonlinear solution status: time= 1.36 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 8.168044e-03 0.000000e+00 energy 1.596930e+00 3.736484e-05 1.596930e-02 displacement 1.245490e+01 1.368124e-01 1.492712e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226039 11 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.154675 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 5.825048e-03 0.000000e+00 energy 1.596930e+00 4.383448e-04 1.596930e-02 displacement 1.245490e+01 1.100646e-02 1.436101e-05 12 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.143156 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 4.275866e-03 0.000000e+00 energy 1.596930e+00 1.781644e-04 1.596930e-02 displacement 1.245490e+01 6.728858e-03 1.394087e-05 13 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.131162 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 2.423123e-03 0.000000e+00 energy 1.596930e+00 6.986505e-05 1.596930e-02 displacement 1.245490e+01 5.398342e-03 1.364937e-05 14 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.090127 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.528322e-03 0.000000e+00 energy 1.596930e+00 5.110843e-05 1.596930e-02 displacement 1.245490e+01 1.703092e-03 1.348316e-05 15 Nonlinear solution status: time= 1.36 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.349954 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 2.843251e-04 0.000000e+00 energy 1.596930e+00 1.796277e-04 1.596930e-02 displacement 1.245490e+01 4.506606e-03 1.353762e-05 16 Nonlinear solution status: time= 1.36 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.499996 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.004785e-03 0.000000e+00 energy 1.596930e+00 1.853367e-04 1.596930e-02 displacement 1.245490e+01 5.829965e-03 1.374301e-05 17 Nonlinear solution status: time= 1.36 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.375544e-04 0.000000e+00 energy 1.596930e+00 3.763139e-05 1.596930e-02 displacement 1.245490e+01 1.708650e-03 1.363215e-05 18 Nonlinear solution status: time= 1.36 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.595455 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.141474e-04 0.000000e+00 energy 1.596930e+00 4.215301e-06 1.596930e-02 displacement 1.245490e+01 1.051489e-03 1.357029e-05 19 Nonlinear solution status: time= 1.36 stiffness updates = 8 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.249347 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.246395e-04 0.000000e+00 energy 1.596930e+00 6.331039e-06 1.596930e-02 displacement 1.245490e+01 1.799711e-04 1.354618e-05 20 Nonlinear solution status: time= 1.36 stiffness updates = 9 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.246015 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 9.426700e-05 0.000000e+00 energy 1.596930e+00 9.326998e-06 1.596930e-02 displacement 1.245490e+01 8.398844e-05 1.351273e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226327 21 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 39 stiffness matrix reformations = 3 step from line search = 0.452523 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 2.826856e-05 0.000000e+00 energy 1.596930e+00 6.621981e-06 1.596930e-02 displacement 1.245490e+01 1.737405e-04 1.347541e-05 22 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 42 stiffness matrix reformations = 3 step from line search = 0.242819 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 1.707109e-05 0.000000e+00 energy 1.596930e+00 5.976219e-07 1.596930e-02 displacement 1.245490e+01 1.486827e-05 1.346434e-05 23 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 44 stiffness matrix reformations = 3 step from line search = 0.535179 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 5.356379e-06 0.000000e+00 energy 1.596930e+00 3.278242e-06 1.596930e-02 displacement 1.245490e+01 1.069274e-04 1.347288e-05 24 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 45 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.776688e+00 3.819056e-07 0.000000e+00 energy 1.596930e+00 1.826070e-07 1.596930e-02 displacement 1.245490e+01 1.321914e-05 1.347283e-05 ------- converged at time : 1.36 ]0;(step 2/2: 36%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226435 1 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 5.511200e-02 0.000000e+00 energy 2.027226e+00 5.719688e-02 2.027226e-02 displacement 1.585428e+01 1.585428e+01 1.585428e-05 2 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.395166 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 8.197733e-01 0.000000e+00 energy 2.027226e+00 1.569723e-01 2.027226e-02 displacement 1.585428e+01 1.804567e+01 5.564203e-05 3 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 3.768558e-01 0.000000e+00 energy 2.027226e+00 8.187131e-05 2.027226e-02 displacement 1.585428e+01 7.080575e-01 4.966901e-05 4 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 4.569143e-01 0.000000e+00 energy 2.027226e+00 3.076427e-02 2.027226e-02 displacement 1.585428e+01 9.381020e+00 2.015816e-05 5 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 7.139599e-02 0.000000e+00 energy 2.027226e+00 1.453193e-02 2.027226e-02 displacement 1.585428e+01 1.239890e+00 2.030930e-05 6 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.634977 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 6.263999e-02 0.000000e+00 energy 2.027226e+00 1.267951e-02 2.027226e-02 displacement 1.585428e+01 6.556092e-01 2.552183e-05 7 Nonlinear solution status: time= 1.37 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 1.058010e-02 0.000000e+00 energy 2.027226e+00 4.397197e-03 2.027226e-02 displacement 1.585428e+01 5.000465e-01 2.100384e-05 8 Nonlinear solution status: time= 1.37 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.326729 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 2.955535e-03 0.000000e+00 energy 2.027226e+00 1.073062e-03 2.027226e-02 displacement 1.585428e+01 6.126288e-02 1.940142e-05 9 Nonlinear solution status: time= 1.37 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.257466 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 8.981322e-04 0.000000e+00 energy 2.027226e+00 4.394849e-04 2.027226e-02 displacement 1.585428e+01 2.762824e-02 1.832445e-05 10 Nonlinear solution status: time= 1.37 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.389188 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 6.313021e-04 0.000000e+00 energy 2.027226e+00 6.950375e-05 2.027226e-02 displacement 1.585428e+01 1.687379e-02 1.759612e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226561 11 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.136305 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 5.228208e-04 0.000000e+00 energy 2.027226e+00 9.642217e-05 2.027226e-02 displacement 1.585428e+01 3.960454e-03 1.729791e-05 12 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.153161 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 2.658386e-04 0.000000e+00 energy 2.027226e+00 8.805648e-05 2.027226e-02 displacement 1.585428e+01 2.923536e-03 1.707614e-05 13 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.273585 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 1.176971e-04 0.000000e+00 energy 2.027226e+00 1.998799e-05 2.027226e-02 displacement 1.585428e+01 4.153620e-04 1.702417e-05 14 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.152219 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 3.564145e-05 0.000000e+00 energy 2.027226e+00 2.001832e-05 2.027226e-02 displacement 1.585428e+01 4.426107e-04 1.706228e-05 15 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 1.604307e-05 0.000000e+00 energy 2.027226e+00 1.308997e-05 2.027226e-02 displacement 1.585428e+01 1.895431e-04 1.713688e-05 16 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.439097 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 9.187845e-06 0.000000e+00 energy 2.027226e+00 1.336941e-06 2.027226e-02 displacement 1.585428e+01 1.201546e-04 1.709475e-05 17 Nonlinear solution status: time= 1.37 stiffness updates = 6 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.414502 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 9.996723e-06 0.000000e+00 energy 2.027226e+00 3.085632e-06 2.027226e-02 displacement 1.585428e+01 7.272819e-05 1.704555e-05 18 Nonlinear solution status: time= 1.37 stiffness updates = 7 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.287983 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 4.519854e-06 0.000000e+00 energy 2.027226e+00 2.611868e-06 2.027226e-02 displacement 1.585428e+01 3.544303e-05 1.701797e-05 19 Nonlinear solution status: time= 1.37 stiffness updates = 8 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 3.410236e-06 0.000000e+00 energy 2.027226e+00 3.647215e-06 2.027226e-02 displacement 1.585428e+01 6.908356e-05 1.705541e-05 20 Nonlinear solution status: time= 1.37 stiffness updates = 9 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 1.586614e-06 0.000000e+00 energy 2.027226e+00 1.197834e-06 2.027226e-02 displacement 1.585428e+01 2.098742e-05 1.704523e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226831 21 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 3 step from line search = 0.467397 convergence norms : INITIAL CURRENT REQUIRED residual 7.378702e+00 1.756319e-07 0.000000e+00 energy 2.027226e+00 1.352304e-07 2.027226e-02 displacement 1.585428e+01 2.652687e-06 1.704245e-05 ------- converged at time : 1.37 ]0;(step 2/2: 37%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50226831 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 1.255394e-01 0.000000e+00 energy 2.917495e+00 6.998146e-02 2.917495e-02 displacement 2.074816e+01 2.074816e+01 2.074816e-05 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.230477 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 8.301091e-01 0.000000e+00 energy 2.917495e+00 1.659444e-01 2.917495e-02 displacement 2.074816e+01 1.970885e+01 6.562227e-05 3 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 6.456777e-01 0.000000e+00 energy 2.917495e+00 1.584141e-02 2.917495e-02 displacement 2.074816e+01 6.318283e-01 6.612029e-05 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 5.250777e-01 0.000000e+00 energy 2.917495e+00 4.271893e-04 2.917495e-02 displacement 2.074816e+01 3.985850e+00 4.156455e-05 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 5.853164e-02 0.000000e+00 energy 2.917495e+00 5.257967e-03 2.917495e-02 displacement 2.074816e+01 4.929762e+00 2.544189e-05 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 4.413995e-02 0.000000e+00 energy 2.917495e+00 3.418619e-03 2.917495e-02 displacement 2.074816e+01 1.939259e-01 2.529724e-05 7 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 1.215298e-02 0.000000e+00 energy 2.917495e+00 7.624905e-04 2.917495e-02 displacement 2.074816e+01 1.967557e-01 2.442823e-05 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.415126 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 4.802164e-03 0.000000e+00 energy 2.917495e+00 5.695818e-04 2.917495e-02 displacement 2.074816e+01 3.037567e-02 2.316788e-05 9 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.177106 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 2.399347e-03 0.000000e+00 energy 2.917495e+00 1.389890e-04 2.917495e-02 displacement 2.074816e+01 7.403491e-03 2.259700e-05 10 Nonlinear solution status: time= 1.38 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.132473 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 1.665442e-03 0.000000e+00 energy 2.917495e+00 1.882396e-04 2.917495e-02 displacement 2.074816e+01 3.806304e-03 2.236546e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227119 11 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.176849 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 1.281010e-03 0.000000e+00 energy 2.917495e+00 2.316428e-05 2.917495e-02 displacement 2.074816e+01 1.197834e-03 2.220295e-05 12 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.191884 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 7.485092e-04 0.000000e+00 energy 2.917495e+00 5.840933e-05 2.917495e-02 displacement 2.074816e+01 1.269470e-03 2.229226e-05 13 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.453192 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 1.788063e-04 0.000000e+00 energy 2.917495e+00 9.740745e-05 2.917495e-02 displacement 2.074816e+01 3.254426e-03 2.242631e-05 14 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.316138 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 3.158369e-04 0.000000e+00 energy 2.917495e+00 1.114146e-04 2.917495e-02 displacement 2.074816e+01 6.890502e-04 2.249083e-05 15 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 8.815936e-05 0.000000e+00 energy 2.917495e+00 6.332761e-05 2.917495e-02 displacement 2.074816e+01 1.385863e-03 2.248384e-05 16 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.452472 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 7.610140e-05 0.000000e+00 energy 2.917495e+00 4.839554e-05 2.917495e-02 displacement 2.074816e+01 4.556952e-04 2.244643e-05 17 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 2.876797e-05 0.000000e+00 energy 2.917495e+00 2.244313e-05 2.917495e-02 displacement 2.074816e+01 6.329228e-04 2.236724e-05 18 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.551822 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 5.779375e-06 0.000000e+00 energy 2.917495e+00 2.086461e-06 2.917495e-02 displacement 2.074816e+01 1.132156e-04 2.235765e-05 19 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.521943 convergence norms : INITIAL CURRENT REQUIRED residual 1.146779e+01 2.451171e-06 0.000000e+00 energy 2.917495e+00 8.706340e-07 2.917495e-02 displacement 2.074816e+01 2.212076e-05 2.234403e-05 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227083 1 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 7.320219e-02 0.000000e+00 energy 3.641053e+00 8.388708e-02 3.641053e-02 displacement 2.499929e+01 2.499929e+01 2.499929e-05 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.274821 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 6.250397e-01 0.000000e+00 energy 3.641053e+00 1.067824e-01 3.641053e-02 displacement 2.499929e+01 5.882104e+00 4.754361e-05 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.982328e-01 0.000000e+00 energy 3.641053e+00 1.475926e-03 3.641053e-02 displacement 2.499929e+01 2.720897e-01 4.523952e-05 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.812857e-01 0.000000e+00 energy 3.641053e+00 6.525303e-04 3.641053e-02 displacement 2.499929e+01 1.754296e+00 3.152470e-05 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 4.001933e-02 0.000000e+00 energy 3.641053e+00 8.966631e-03 3.641053e-02 displacement 2.499929e+01 1.332553e+00 2.879445e-05 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.473966 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.809648e-02 0.000000e+00 energy 3.641053e+00 3.035565e-03 3.641053e-02 displacement 2.499929e+01 6.487155e-02 2.958750e-05 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.597038 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 4.870412e-02 0.000000e+00 energy 3.641053e+00 6.708717e-03 3.641053e-02 displacement 2.499929e+01 4.841477e-01 3.263431e-05 8 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 6.966145e-03 0.000000e+00 energy 3.641053e+00 9.099438e-04 3.641053e-02 displacement 2.499929e+01 2.940977e-01 2.912694e-05 9 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.515069 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 3.719226e-03 0.000000e+00 energy 3.641053e+00 4.019393e-04 3.641053e-02 displacement 2.499929e+01 3.743008e-02 2.798026e-05 10 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.324785 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 2.861376e-03 0.000000e+00 energy 3.641053e+00 2.386219e-04 3.641053e-02 displacement 2.499929e+01 1.511371e-02 2.745084e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227335 11 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.163362 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 2.600752e-03 0.000000e+00 energy 3.641053e+00 3.489774e-04 3.641053e-02 displacement 2.499929e+01 3.890006e-03 2.698215e-05 12 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.392588 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.482502e-03 0.000000e+00 energy 3.641053e+00 4.505845e-04 3.641053e-02 displacement 2.499929e+01 6.967249e-03 2.664004e-05 13 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.139738 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.123826e-03 0.000000e+00 energy 3.641053e+00 1.498168e-04 3.641053e-02 displacement 2.499929e+01 2.168019e-03 2.659206e-05 14 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.260414 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 6.708689e-04 0.000000e+00 energy 3.641053e+00 2.564702e-04 3.641053e-02 displacement 2.499929e+01 4.887082e-03 2.696004e-05 15 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 7.440541e-04 0.000000e+00 energy 3.641053e+00 6.421217e-04 3.641053e-02 displacement 2.499929e+01 1.126764e-02 2.774296e-05 16 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.860439e-04 0.000000e+00 energy 3.641053e+00 7.501779e-05 3.641053e-02 displacement 2.499929e+01 5.181327e-03 2.721596e-05 17 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.349499 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.537804e-04 0.000000e+00 energy 3.641053e+00 3.758115e-05 3.641053e-02 displacement 2.499929e+01 1.511830e-03 2.695454e-05 18 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.526241 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.036221e-04 0.000000e+00 energy 3.641053e+00 2.431990e-05 3.641053e-02 displacement 2.499929e+01 3.005165e-04 2.686722e-05 19 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.553357 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 5.015366e-05 0.000000e+00 energy 3.641053e+00 1.492503e-05 3.641053e-02 displacement 2.499929e+01 2.405252e-04 2.691010e-05 20 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.467129 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 3.784549e-05 0.000000e+00 energy 3.641053e+00 1.327854e-05 3.641053e-02 displacement 2.499929e+01 1.806715e-04 2.690548e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227425 21 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 37 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 1.421624e-06 0.000000e+00 energy 3.641053e+00 1.385270e-06 3.641053e-02 displacement 2.499929e+01 1.187153e-04 2.691992e-05 22 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.479490e+01 9.848904e-07 0.000000e+00 energy 3.641053e+00 1.118306e-06 3.641053e-02 displacement 2.499929e+01 1.461846e-05 2.692624e-05 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227425 1 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 2.574877e-02 0.000000e+00 energy 4.648252e+00 6.460827e-02 4.648252e-02 displacement 2.863770e+01 2.863770e+01 2.863770e-05 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.551150 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.132824e-01 0.000000e+00 energy 4.648252e+00 4.763656e-02 4.648252e-02 displacement 2.863770e+01 3.096713e+00 4.538205e-05 3 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.316910e-02 0.000000e+00 energy 4.648252e+00 1.697159e-03 4.648252e-02 displacement 2.863770e+01 1.691647e-01 4.308277e-05 4 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 4.043264e-02 0.000000e+00 energy 4.648252e+00 9.760090e-03 4.648252e-02 displacement 2.863770e+01 1.637045e+00 3.065247e-05 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.244201 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 3.055824e-02 0.000000e+00 energy 4.648252e+00 1.518765e-03 4.648252e-02 displacement 2.863770e+01 2.903572e-02 2.989130e-05 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 4.391513e-03 0.000000e+00 energy 4.648252e+00 5.666549e-03 4.648252e-02 displacement 2.863770e+01 3.473996e-01 3.503269e-05 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.320118e-03 0.000000e+00 energy 4.648252e+00 1.219911e-03 4.648252e-02 displacement 2.863770e+01 6.343324e-02 3.281028e-05 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.294541 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 8.961543e-04 0.000000e+00 energy 4.648252e+00 5.137860e-04 4.648252e-02 displacement 2.863770e+01 2.771794e-02 3.129113e-05 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.176986 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 8.316196e-04 0.000000e+00 energy 4.648252e+00 2.095522e-04 4.648252e-02 displacement 2.863770e+01 6.635138e-03 3.072067e-05 10 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.144096 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 7.472576e-04 0.000000e+00 energy 4.648252e+00 1.444903e-04 4.648252e-02 displacement 2.863770e+01 2.929880e-03 3.034922e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227497 11 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.089212 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 4.801640e-04 0.000000e+00 energy 4.648252e+00 5.949141e-05 4.648252e-02 displacement 2.863770e+01 3.663703e-04 3.024512e-05 12 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.312437 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 2.414088e-04 0.000000e+00 energy 4.648252e+00 7.936676e-05 4.648252e-02 displacement 2.863770e+01 1.076310e-03 3.018421e-05 13 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.324044 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.238244e-04 0.000000e+00 energy 4.648252e+00 4.960160e-05 4.648252e-02 displacement 2.863770e+01 5.336426e-04 3.011564e-05 14 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.574285 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 3.732128e-05 0.000000e+00 energy 4.648252e+00 3.015167e-05 4.648252e-02 displacement 2.863770e+01 3.499830e-04 3.007271e-05 15 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 9.394108e-06 0.000000e+00 energy 4.648252e+00 1.421578e-05 4.648252e-02 displacement 2.863770e+01 6.351410e-04 3.016760e-05 16 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.627159e-05 0.000000e+00 energy 4.648252e+00 6.829261e-06 4.648252e-02 displacement 2.863770e+01 1.224939e-04 3.011575e-05 17 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.355994 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.251403e-05 0.000000e+00 energy 4.648252e+00 1.900780e-06 4.648252e-02 displacement 2.863770e+01 8.477613e-05 3.007379e-05 18 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 5.985126e-06 0.000000e+00 energy 4.648252e+00 3.738826e-06 4.648252e-02 displacement 2.863770e+01 5.598748e-05 3.008438e-05 19 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.986968e-06 0.000000e+00 energy 4.648252e+00 1.737381e-06 4.648252e-02 displacement 2.863770e+01 3.171998e-05 3.005477e-05 20 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102721e+01 1.689955e-06 0.000000e+00 energy 4.648252e+00 1.017314e-06 4.648252e-02 displacement 2.863770e+01 9.444855e-06 3.006967e-05 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227533 1 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 5.491607e-02 0.000000e+00 energy 5.749000e+00 7.914536e-02 5.749000e-02 displacement 3.196302e+01 3.196302e+01 3.196302e-05 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.291970 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 5.384270e-01 0.000000e+00 energy 5.749000e+00 1.079444e-01 5.749000e-02 displacement 3.196302e+01 4.509323e+00 4.989708e-05 3 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 1.240128e-01 0.000000e+00 energy 5.749000e+00 2.690024e-03 5.749000e-02 displacement 3.196302e+01 3.024936e-01 4.657170e-05 4 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 2.139068e-01 0.000000e+00 energy 5.749000e+00 1.859876e-03 5.749000e-02 displacement 3.196302e+01 1.179795e+00 3.683939e-05 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 2.037604e-02 0.000000e+00 energy 5.749000e+00 5.294786e-03 5.749000e-02 displacement 3.196302e+01 7.536188e-01 3.409121e-05 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 2.601605e-02 0.000000e+00 energy 5.749000e+00 2.856182e-03 5.749000e-02 displacement 3.196302e+01 1.049888e-01 3.535579e-05 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 6.193193e-03 0.000000e+00 energy 5.749000e+00 5.018603e-04 5.749000e-02 displacement 3.196302e+01 1.216149e-01 3.415726e-05 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.461602 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 2.426759e-03 0.000000e+00 energy 5.749000e+00 4.263200e-05 5.749000e-02 displacement 3.196302e+01 2.406326e-02 3.363079e-05 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.196745 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 1.723257e-03 0.000000e+00 energy 5.749000e+00 3.022000e-05 5.749000e-02 displacement 3.196302e+01 2.451622e-03 3.345391e-05 10 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 1.328087e-03 0.000000e+00 energy 5.749000e+00 2.766017e-04 5.749000e-02 displacement 3.196302e+01 4.271845e-03 3.326670e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227605 11 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 1.763923e-04 0.000000e+00 energy 5.749000e+00 1.188977e-04 5.749000e-02 displacement 3.196302e+01 4.447831e-03 3.306097e-05 12 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 4.090520e-04 0.000000e+00 energy 5.749000e+00 1.214434e-04 5.749000e-02 displacement 3.196302e+01 1.723047e-03 3.320538e-05 13 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 3.215137e-05 0.000000e+00 energy 5.749000e+00 1.048640e-05 5.749000e-02 displacement 3.196302e+01 1.497890e-03 3.329602e-05 14 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 1.035116e-04 0.000000e+00 energy 5.749000e+00 3.001177e-05 5.749000e-02 displacement 3.196302e+01 4.471675e-04 3.319086e-05 15 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 8.405141e-06 0.000000e+00 energy 5.749000e+00 6.626693e-06 5.749000e-02 displacement 3.196302e+01 2.665994e-04 3.318494e-05 16 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.570169 convergence norms : INITIAL CURRENT REQUIRED residual 2.782263e+01 2.120373e-06 0.000000e+00 energy 5.749000e+00 9.310048e-07 5.749000e-02 displacement 3.196302e+01 1.533653e-05 3.318457e-05 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227623 1 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 3.360896e-02 0.000000e+00 energy 6.237482e+00 9.166491e-02 6.237482e-02 displacement 3.356672e+01 3.356672e+01 3.356672e-05 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.520729 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 2.419449e-01 0.000000e+00 energy 6.237482e+00 8.920296e-02 6.237482e-02 displacement 3.356672e+01 5.631463e+00 5.609989e-05 3 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 2.689729e-02 0.000000e+00 energy 6.237482e+00 9.317187e-03 6.237482e-02 displacement 3.356672e+01 6.540742e-01 5.096849e-05 4 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 2.712426e-02 0.000000e+00 energy 6.237482e+00 1.743880e-03 6.237482e-02 displacement 3.356672e+01 2.015142e+00 3.712540e-05 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.407497 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.010910e-02 0.000000e+00 energy 6.237482e+00 6.747906e-04 6.237482e-02 displacement 3.356672e+01 5.066079e-02 3.606080e-05 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.153491 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 4.296460e-03 0.000000e+00 energy 6.237482e+00 4.028858e-04 6.237482e-02 displacement 3.356672e+01 1.063856e-02 3.572891e-05 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.214110 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.622939e-03 0.000000e+00 energy 6.237482e+00 3.959881e-04 6.237482e-02 displacement 3.356672e+01 5.770772e-03 3.536423e-05 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.191830 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.371415e-03 0.000000e+00 energy 6.237482e+00 4.088514e-05 6.237482e-02 displacement 3.356672e+01 3.105659e-03 3.503901e-05 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.216952 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 2.321161e-03 0.000000e+00 energy 6.237482e+00 1.229022e-04 6.237482e-02 displacement 3.356672e+01 6.383983e-03 3.527513e-05 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.397912 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 3.833830e-03 0.000000e+00 energy 6.237482e+00 6.397195e-04 6.237482e-02 displacement 3.356672e+01 1.068150e-02 3.587832e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227875 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.198383 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 2.694873e-03 0.000000e+00 energy 6.237482e+00 1.417431e-05 6.237482e-02 displacement 3.356672e+01 2.315890e-03 3.559157e-05 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.240499 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.146698e-03 0.000000e+00 energy 6.237482e+00 1.843806e-04 6.237482e-02 displacement 3.356672e+01 2.422963e-03 3.539526e-05 13 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.477730 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 8.395326e-04 0.000000e+00 energy 6.237482e+00 4.586409e-04 6.237482e-02 displacement 3.356672e+01 5.450745e-03 3.499142e-05 14 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 8.180531e-04 0.000000e+00 energy 6.237482e+00 4.276223e-04 6.237482e-02 displacement 3.356672e+01 8.612786e-03 3.541834e-05 15 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.417317e-04 0.000000e+00 energy 6.237482e+00 8.497472e-05 6.237482e-02 displacement 3.356672e+01 2.569530e-03 3.553047e-05 16 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.504869 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.307471e-04 0.000000e+00 energy 6.237482e+00 1.218811e-06 6.237482e-02 displacement 3.356672e+01 9.038242e-04 3.538365e-05 17 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.559313 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 8.718206e-05 0.000000e+00 energy 6.237482e+00 1.934598e-06 6.237482e-02 displacement 3.356672e+01 4.853783e-04 3.524861e-05 18 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.491821 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.908189e-05 0.000000e+00 energy 6.237482e+00 4.665104e-06 6.237482e-02 displacement 3.356672e+01 3.651246e-04 3.513055e-05 19 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.619754 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 1.224057e-05 0.000000e+00 energy 6.237482e+00 5.253728e-06 6.237482e-02 displacement 3.356672e+01 6.174092e-05 3.513383e-05 20 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 3.078247e-06 0.000000e+00 energy 6.237482e+00 1.451650e-06 6.237482e-02 displacement 3.356672e+01 6.292618e-05 3.516825e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227893 21 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 37 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.082305e+01 7.553042e-07 0.000000e+00 energy 6.237482e+00 7.612204e-07 6.237482e-02 displacement 3.356672e+01 1.083799e-05 3.516972e-05 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50227893 1 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 1.375381e-02 0.000000e+00 energy 7.222843e+00 4.585177e-02 7.222843e-02 displacement 3.677024e+01 3.677024e+01 3.677024e-05 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594718 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 1.635848e-02 0.000000e+00 energy 7.222843e+00 1.413306e-02 7.222843e-02 displacement 3.677024e+01 8.739210e-01 4.454831e-05 3 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 1.530577e-03 0.000000e+00 energy 7.222843e+00 2.601827e-03 7.222843e-02 displacement 3.677024e+01 8.666182e-02 4.220559e-05 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.482650 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 1.220751e-03 0.000000e+00 energy 7.222843e+00 1.268330e-03 7.222843e-02 displacement 3.677024e+01 1.124803e-01 3.959039e-05 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.323615 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 5.430021e-04 0.000000e+00 energy 7.222843e+00 4.000499e-04 7.222843e-02 displacement 3.677024e+01 1.423295e-02 3.869829e-05 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.187468 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 3.250012e-04 0.000000e+00 energy 7.222843e+00 2.367412e-05 7.222843e-02 displacement 3.677024e+01 3.756601e-03 3.828266e-05 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.180896 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 1.372433e-04 0.000000e+00 energy 7.222843e+00 5.071263e-05 7.222843e-02 displacement 3.677024e+01 7.762302e-04 3.814779e-05 8 Nonlinear solution status: time= 1.43 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.211589 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 9.490062e-05 0.000000e+00 energy 7.222843e+00 8.768185e-06 7.222843e-02 displacement 3.677024e+01 2.840757e-04 3.809778e-05 9 Nonlinear solution status: time= 1.43 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.181020 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 7.248626e-05 0.000000e+00 energy 7.222843e+00 1.422668e-05 7.222843e-02 displacement 3.677024e+01 1.117877e-04 3.805459e-05 10 Nonlinear solution status: time= 1.43 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 5.756510e-05 0.000000e+00 energy 7.222843e+00 2.838898e-05 7.222843e-02 displacement 3.677024e+01 4.584153e-04 3.810210e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228001 11 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.412221 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 1.480597e-05 0.000000e+00 energy 7.222843e+00 5.045230e-07 7.222843e-02 displacement 3.677024e+01 7.749531e-05 3.807462e-05 12 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 5.702400e-06 0.000000e+00 energy 7.222843e+00 5.353820e-06 7.222843e-02 displacement 3.677024e+01 6.515624e-05 3.809855e-05 13 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.757386e+01 7.833632e-08 0.000000e+00 energy 7.222843e+00 1.862254e-07 7.222843e-02 displacement 3.677024e+01 1.097862e-05 3.808551e-05 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228055 1 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 8.865702e-03 0.000000e+00 energy 7.666279e+00 3.677360e-02 7.666279e-02 displacement 3.891871e+01 3.891871e+01 3.891871e-05 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.279989 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 4.710308e-03 0.000000e+00 energy 7.666279e+00 1.324282e-03 7.666279e-02 displacement 3.891871e+01 3.357918e-02 4.024723e-05 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 1.659959e-03 0.000000e+00 energy 7.666279e+00 1.212115e-03 7.666279e-02 displacement 3.891871e+01 7.681921e-02 4.164741e-05 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 3.171229e-04 0.000000e+00 energy 7.666279e+00 2.133730e-04 7.666279e-02 displacement 3.891871e+01 2.546313e-02 4.050868e-05 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.547929 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 2.737339e-04 0.000000e+00 energy 7.666279e+00 5.869403e-05 7.666279e-02 displacement 3.891871e+01 3.640998e-03 4.007488e-05 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.471197 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 1.756066e-04 0.000000e+00 energy 7.666279e+00 9.825298e-06 7.666279e-02 displacement 3.891871e+01 1.696163e-03 3.982984e-05 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 9.842023e-05 0.000000e+00 energy 7.666279e+00 4.454397e-05 7.666279e-02 displacement 3.891871e+01 5.631542e-04 3.998054e-05 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 7.388764e-05 0.000000e+00 energy 7.666279e+00 2.827298e-05 7.666279e-02 displacement 3.891871e+01 1.053813e-03 4.013893e-05 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 5.632914e-05 0.000000e+00 energy 7.666279e+00 2.079819e-05 7.666279e-02 displacement 3.891871e+01 1.973606e-04 4.010938e-05 10 Nonlinear solution status: time= 1.44 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.610185 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 3.237588e-05 0.000000e+00 energy 7.666279e+00 2.820991e-06 7.666279e-02 displacement 3.891871e+01 1.302278e-04 4.004567e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228163 11 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 1.107027e-05 0.000000e+00 energy 7.666279e+00 1.088516e-05 7.666279e-02 displacement 3.891871e+01 1.318833e-04 4.005971e-05 12 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 2.956210e-06 0.000000e+00 energy 7.666279e+00 3.593939e-06 7.666279e-02 displacement 3.891871e+01 4.550263e-05 4.004873e-05 13 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.060469e+01 1.130619e-06 0.000000e+00 energy 7.666279e+00 6.729614e-07 7.666279e-02 displacement 3.891871e+01 6.170509e-06 4.005158e-05 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228163 1 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 8.756940e-03 0.000000e+00 energy 8.038865e+00 3.708887e-02 8.038865e-02 displacement 3.997856e+01 3.997856e+01 3.997856e-05 2 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616046 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 2.152400e-03 0.000000e+00 energy 8.038865e+00 2.654058e-03 8.038865e-02 displacement 3.997856e+01 8.432776e-02 4.192889e-05 3 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 5.561038e-04 0.000000e+00 energy 8.038865e+00 5.065250e-04 8.038865e-02 displacement 3.997856e+01 6.466983e-02 4.177110e-05 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.454673 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 2.116041e-04 0.000000e+00 energy 8.038865e+00 1.808533e-04 8.038865e-02 displacement 3.997856e+01 1.932102e-02 4.150108e-05 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.377372 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 8.716277e-05 0.000000e+00 energy 8.038865e+00 1.008370e-05 8.038865e-02 displacement 3.997856e+01 3.435310e-03 4.132990e-05 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.266808 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 4.492730e-05 0.000000e+00 energy 8.038865e+00 1.012259e-05 8.038865e-02 displacement 3.997856e+01 4.650782e-04 4.124169e-05 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.392816 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 1.899542e-05 0.000000e+00 energy 8.038865e+00 8.025750e-06 8.038865e-02 displacement 3.997856e+01 1.201375e-04 4.118812e-05 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.620366 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 7.698703e-06 0.000000e+00 energy 8.038865e+00 4.032756e-06 8.038865e-02 displacement 3.997856e+01 1.000320e-04 4.120820e-05 9 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.616183 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 2.739084e-06 0.000000e+00 energy 8.038865e+00 3.363334e-07 8.038865e-02 displacement 3.997856e+01 7.359357e-05 4.124733e-05 10 Nonlinear solution status: time= 1.45 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.527958 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 1.513223e-06 0.000000e+00 energy 8.038865e+00 5.301175e-07 8.038865e-02 displacement 3.997856e+01 5.960061e-05 4.124994e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228289 11 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.327978e+01 8.846372e-07 0.000000e+00 energy 8.038865e+00 3.740677e-07 8.038865e-02 displacement 3.997856e+01 4.480898e-06 4.124947e-05 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228289 1 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 9.894183e-03 0.000000e+00 energy 8.876267e+00 2.999803e-02 8.876267e-02 displacement 4.131213e+01 4.131213e+01 4.131213e-05 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.630676 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 5.118612e-03 0.000000e+00 energy 8.876267e+00 4.515482e-03 8.876267e-02 displacement 4.131213e+01 3.098865e-01 4.527705e-05 3 Nonlinear solution status: time= 1.46 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 1.279574e-03 0.000000e+00 energy 8.876267e+00 1.028316e-03 8.876267e-02 displacement 4.131213e+01 5.020914e-02 4.415310e-05 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.482810 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 3.620442e-04 0.000000e+00 energy 8.876267e+00 3.288721e-04 8.876267e-02 displacement 4.131213e+01 3.145386e-02 4.315746e-05 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.346543 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 2.303306e-04 0.000000e+00 energy 8.876267e+00 5.522522e-05 8.876267e-02 displacement 4.131213e+01 3.164211e-03 4.281493e-05 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.223754 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 1.142393e-04 0.000000e+00 energy 8.876267e+00 6.227816e-05 8.876267e-02 displacement 4.131213e+01 1.214198e-03 4.260816e-05 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 1.121718e-04 0.000000e+00 energy 8.876267e+00 4.737178e-05 8.876267e-02 displacement 4.131213e+01 1.036402e-03 4.265011e-05 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.620426 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 3.840208e-05 0.000000e+00 energy 8.876267e+00 1.745686e-05 8.876267e-02 displacement 4.131213e+01 2.605483e-04 4.274936e-05 9 Nonlinear solution status: time= 1.46 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 7.922869e-06 0.000000e+00 energy 8.876267e+00 5.595184e-06 8.876267e-02 displacement 4.131213e+01 2.484763e-04 4.271376e-05 10 Nonlinear solution status: time= 1.46 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.596472 convergence norms : INITIAL CURRENT REQUIRED residual 5.058920e+01 2.121760e-06 0.000000e+00 energy 8.876267e+00 9.440591e-07 8.876267e-02 displacement 4.131213e+01 2.650930e-05 4.268676e-05 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228379 1 Nonlinear solution status: time= 1.47 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 9.493732e-03 0.000000e+00 energy 9.704042e+00 3.087343e-02 9.704042e-02 displacement 4.268329e+01 4.268329e+01 4.268329e-05 2 Nonlinear solution status: time= 1.47 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 1.559089e-02 0.000000e+00 energy 9.704042e+00 9.820841e-03 9.704042e-02 displacement 4.268329e+01 4.574282e-01 4.809314e-05 3 Nonlinear solution status: time= 1.47 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 2.344527e-03 0.000000e+00 energy 9.704042e+00 1.888469e-03 9.704042e-02 displacement 4.268329e+01 8.436731e-02 4.584962e-05 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.474429 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 1.094583e-03 0.000000e+00 energy 9.704042e+00 6.761636e-04 9.704042e-02 displacement 4.268329e+01 5.555294e-02 4.440718e-05 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.253760 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 3.619459e-04 0.000000e+00 energy 9.704042e+00 1.923426e-04 9.704042e-02 displacement 4.268329e+01 7.407775e-03 4.411270e-05 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.309067 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 1.795743e-04 0.000000e+00 energy 9.704042e+00 3.264089e-07 9.704042e-02 displacement 4.268329e+01 3.525675e-03 4.396654e-05 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.379548 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 1.014492e-04 0.000000e+00 energy 9.704042e+00 3.252537e-05 9.704042e-02 displacement 4.268329e+01 1.783753e-03 4.399429e-05 8 Nonlinear solution status: time= 1.47 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 6.856294e-05 0.000000e+00 energy 9.704042e+00 2.267935e-05 9.704042e-02 displacement 4.268329e+01 3.456752e-03 4.410382e-05 9 Nonlinear solution status: time= 1.47 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 6.259950e-05 0.000000e+00 energy 9.704042e+00 2.887308e-05 9.704042e-02 displacement 4.268329e+01 3.258895e-04 4.417153e-05 10 Nonlinear solution status: time= 1.47 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 1.574142e-05 0.000000e+00 energy 9.704042e+00 5.251235e-06 9.704042e-02 displacement 4.268329e+01 4.724017e-04 4.408240e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228451 11 Nonlinear solution status: time= 1.47 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.402713 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 1.791753e-05 0.000000e+00 energy 9.704042e+00 5.464311e-06 9.704042e-02 displacement 4.268329e+01 2.892111e-04 4.407690e-05 12 Nonlinear solution status: time= 1.47 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 7.977474e-06 0.000000e+00 energy 9.704042e+00 6.191925e-06 9.704042e-02 displacement 4.268329e+01 7.646159e-05 4.409796e-05 13 Nonlinear solution status: time= 1.47 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 2.031610e-06 0.000000e+00 energy 9.704042e+00 1.704555e-06 9.704042e-02 displacement 4.268329e+01 4.759041e-05 4.409798e-05 14 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856907e+01 5.774444e-07 0.000000e+00 energy 9.704042e+00 3.186506e-09 9.704042e-02 displacement 4.268329e+01 7.901613e-06 4.409526e-05 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228451 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 2.062160e-02 0.000000e+00 energy 1.050411e+01 4.054976e-02 1.050411e-01 displacement 4.352729e+01 4.352729e+01 4.352729e-05 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.556297 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 7.329227e-02 0.000000e+00 energy 1.050411e+01 2.310474e-02 1.050411e-01 displacement 4.352729e+01 1.156867e+00 5.204115e-05 3 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 7.265726e-03 0.000000e+00 energy 1.050411e+01 3.676368e-03 1.050411e-01 displacement 4.352729e+01 9.900760e-02 4.961629e-05 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 8.339500e-03 0.000000e+00 energy 1.050411e+01 6.765238e-03 1.050411e-01 displacement 4.352729e+01 5.947362e-01 4.409524e-05 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 1.624279e-03 0.000000e+00 energy 1.050411e+01 1.808275e-03 1.050411e-01 displacement 4.352729e+01 1.058717e-01 4.700184e-05 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 4.484575e-04 0.000000e+00 energy 1.050411e+01 4.260688e-04 1.050411e-01 displacement 4.352729e+01 1.027239e-02 4.642920e-05 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.295524 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 2.442524e-04 0.000000e+00 energy 1.050411e+01 5.849337e-05 1.050411e-01 displacement 4.352729e+01 4.791889e-03 4.592680e-05 8 Nonlinear solution status: time= 1.48 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.304933 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 1.499567e-04 0.000000e+00 energy 1.050411e+01 9.660186e-05 1.050411e-01 displacement 4.352729e+01 2.801388e-03 4.560127e-05 9 Nonlinear solution status: time= 1.48 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.563873 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 7.482680e-05 0.000000e+00 energy 1.050411e+01 1.804913e-05 1.050411e-01 displacement 4.352729e+01 4.107625e-04 4.558644e-05 10 Nonlinear solution status: time= 1.48 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.599037 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 4.418204e-05 0.000000e+00 energy 1.050411e+01 1.551213e-05 1.050411e-01 displacement 4.352729e+01 1.893024e-04 4.567290e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228505 11 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 1.511595e-05 0.000000e+00 energy 1.050411e+01 7.933488e-06 1.050411e-01 displacement 4.352729e+01 1.100092e-03 4.560688e-05 12 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 9.924979e-07 0.000000e+00 energy 1.050411e+01 1.848545e-07 1.050411e-01 displacement 4.352729e+01 8.336902e-05 4.562390e-05 13 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.495448e+01 5.492298e-08 0.000000e+00 energy 1.050411e+01 7.543660e-08 1.050411e-01 displacement 4.352729e+01 6.316158e-06 4.563290e-05 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228505 1 Nonlinear solution status: time= 1.49 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 6.776419e-03 0.000000e+00 energy 1.121773e+01 9.574002e-03 1.121773e-01 displacement 4.541950e+01 4.541950e+01 4.541950e-05 2 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 1.130839e-03 0.000000e+00 energy 1.121773e+01 5.402102e-04 1.121773e-01 displacement 4.541950e+01 3.711552e-02 4.659557e-05 3 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 4.123348e-04 0.000000e+00 energy 1.121773e+01 5.998399e-05 1.121773e-01 displacement 4.541950e+01 6.489208e-02 4.641500e-05 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.598863 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 2.116058e-04 0.000000e+00 energy 1.121773e+01 3.837945e-05 1.121773e-01 displacement 4.541950e+01 5.211569e-03 4.624336e-05 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 5.739891e-05 0.000000e+00 energy 1.121773e+01 3.329190e-05 1.121773e-01 displacement 4.541950e+01 8.262092e-04 4.619589e-05 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 2.514337e-05 0.000000e+00 energy 1.121773e+01 1.238529e-05 1.121773e-01 displacement 4.541950e+01 2.478538e-04 4.626738e-05 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 7.270285e-06 0.000000e+00 energy 1.121773e+01 3.259878e-06 1.121773e-01 displacement 4.541950e+01 2.749763e-04 4.634314e-05 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.153469e+01 8.625620e-07 0.000000e+00 energy 1.121773e+01 5.023230e-07 1.121773e-01 displacement 4.541950e+01 2.590914e-05 4.631181e-05 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 41 : 1.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228559 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 1.324641e-02 0.000000e+00 energy 1.170772e+01 3.383743e-03 1.170772e-01 displacement 4.551705e+01 4.551705e+01 4.551705e-05 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 8.602358e-03 0.000000e+00 energy 1.170772e+01 7.860851e-03 1.170772e-01 displacement 4.551705e+01 3.124823e-01 5.011301e-05 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 1.838712e-03 0.000000e+00 energy 1.170772e+01 1.921700e-03 1.170772e-01 displacement 4.551705e+01 1.439583e-01 4.803409e-05 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.374538 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 7.939192e-04 0.000000e+00 energy 1.170772e+01 4.610912e-04 1.170772e-01 displacement 4.551705e+01 3.452729e-02 4.707699e-05 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.259340 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 2.615319e-04 0.000000e+00 energy 1.170772e+01 1.631008e-04 1.170772e-01 displacement 4.551705e+01 1.141334e-02 4.688184e-05 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.336056 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 1.076240e-04 0.000000e+00 energy 1.170772e+01 1.153096e-05 1.170772e-01 displacement 4.551705e+01 3.721306e-03 4.675472e-05 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.410334 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 6.549293e-05 0.000000e+00 energy 1.170772e+01 2.175722e-05 1.170772e-01 displacement 4.551705e+01 2.374731e-03 4.679572e-05 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.585696 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 3.796933e-05 0.000000e+00 energy 1.170772e+01 1.235132e-05 1.170772e-01 displacement 4.551705e+01 2.139855e-03 4.685649e-05 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 2.162743e-05 0.000000e+00 energy 1.170772e+01 1.683164e-05 1.170772e-01 displacement 4.551705e+01 3.917681e-04 4.696154e-05 10 Nonlinear solution status: time= 1.5 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 4.566607e-06 0.000000e+00 energy 1.170772e+01 1.102698e-06 1.170772e-01 displacement 4.551705e+01 1.532863e-04 4.691399e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228739 11 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.667749e+01 1.255870e-07 0.000000e+00 energy 1.170772e+01 5.370620e-09 1.170772e-01 displacement 4.551705e+01 3.801878e-05 4.691598e-05 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 42 : 1.51 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228739 1 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 1.501425e-02 0.000000e+00 energy 1.245526e+01 1.414224e-03 1.245526e-01 displacement 4.677916e+01 4.677916e+01 4.677916e-05 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 7.035228e-03 0.000000e+00 energy 1.245526e+01 5.826482e-03 1.245526e-01 displacement 4.677916e+01 4.128909e-01 5.116219e-05 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 1.505761e-03 0.000000e+00 energy 1.245526e+01 1.587090e-03 1.245526e-01 displacement 4.677916e+01 7.219069e-02 4.898160e-05 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.414621 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 4.994371e-04 0.000000e+00 energy 1.245526e+01 5.112242e-04 1.245526e-01 displacement 4.677916e+01 3.739340e-02 4.798061e-05 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.344162 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 2.649329e-04 0.000000e+00 energy 1.245526e+01 1.189965e-04 1.245526e-01 displacement 4.677916e+01 1.003560e-02 4.765307e-05 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.635779 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 1.571041e-04 0.000000e+00 energy 1.245526e+01 3.065556e-06 1.245526e-01 displacement 4.677916e+01 4.121627e-03 4.769120e-05 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.616687 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 1.127502e-04 0.000000e+00 energy 1.245526e+01 3.098129e-05 1.245526e-01 displacement 4.677916e+01 3.630055e-03 4.782791e-05 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 3.982081e-05 0.000000e+00 energy 1.245526e+01 2.671560e-06 1.245526e-01 displacement 4.677916e+01 6.441850e-04 4.790495e-05 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.587024 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 1.855146e-05 0.000000e+00 energy 1.245526e+01 4.632195e-06 1.245526e-01 displacement 4.677916e+01 1.783777e-04 4.785719e-05 10 Nonlinear solution status: time= 1.51 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.451528e+01 4.795682e-06 0.000000e+00 energy 1.245526e+01 2.109758e-07 1.245526e-01 displacement 4.677916e+01 3.389303e-05 4.786903e-05 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228739 1 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 8.298744e-03 0.000000e+00 energy 1.307051e+01 9.272020e-03 1.307051e-01 displacement 4.767653e+01 4.767653e+01 4.767653e-05 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 3.527960e-03 0.000000e+00 energy 1.307051e+01 2.079940e-03 1.307051e-01 displacement 4.767653e+01 2.176946e-01 4.984289e-05 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 9.545281e-04 0.000000e+00 energy 1.307051e+01 6.115295e-04 1.307051e-01 displacement 4.767653e+01 8.054621e-02 4.936804e-05 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.537709 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 3.702862e-04 0.000000e+00 energy 1.307051e+01 1.821374e-04 1.307051e-01 displacement 4.767653e+01 2.041378e-02 4.903210e-05 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.284779 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 1.145929e-04 0.000000e+00 energy 1.307051e+01 2.439556e-05 1.307051e-01 displacement 4.767653e+01 1.974687e-03 4.891639e-05 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 3.724933e-05 0.000000e+00 energy 1.307051e+01 2.031889e-05 1.307051e-01 displacement 4.767653e+01 8.668710e-04 4.892612e-05 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.622359 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 2.321934e-05 0.000000e+00 energy 1.307051e+01 1.146649e-05 1.307051e-01 displacement 4.767653e+01 1.027480e-04 4.893015e-05 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 5.044274e-06 0.000000e+00 energy 1.307051e+01 2.225986e-06 1.307051e-01 displacement 4.767653e+01 1.196194e-04 4.898145e-05 9 Nonlinear solution status: time= 1.52 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 1.933368e-06 0.000000e+00 energy 1.307051e+01 1.264967e-06 1.307051e-01 displacement 4.767653e+01 5.050516e-05 4.894975e-05 10 Nonlinear solution status: time= 1.52 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.127719e+01 2.913920e-07 0.000000e+00 energy 1.307051e+01 2.751796e-07 1.307051e-01 displacement 4.767653e+01 5.721697e-06 4.895955e-05 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228829 1 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 1.014803e-02 0.000000e+00 energy 1.307356e+01 2.250778e-02 1.307356e-01 displacement 4.818254e+01 4.818254e+01 4.818254e-05 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.630556 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 6.659289e-03 0.000000e+00 energy 1.307356e+01 4.441143e-03 1.307356e-01 displacement 4.818254e+01 3.136765e-01 5.211250e-05 3 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 1.006299e-03 0.000000e+00 energy 1.307356e+01 1.194195e-03 1.307356e-01 displacement 4.818254e+01 7.573897e-02 5.092778e-05 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.556521 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 3.016689e-04 0.000000e+00 energy 1.307356e+01 4.176031e-04 1.307356e-01 displacement 4.818254e+01 5.566404e-02 4.991400e-05 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.325754 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 1.873529e-04 0.000000e+00 energy 1.307356e+01 2.027082e-05 1.307356e-01 displacement 4.818254e+01 4.015830e-03 4.963750e-05 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.194367 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 1.345471e-04 0.000000e+00 energy 1.307356e+01 1.534781e-05 1.307356e-01 displacement 4.818254e+01 4.746983e-04 4.959689e-05 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 1.409254e-04 0.000000e+00 energy 1.307356e+01 5.056385e-05 1.307356e-01 displacement 4.818254e+01 1.448935e-03 4.951842e-05 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 8.660559e-05 0.000000e+00 energy 1.307356e+01 2.566310e-05 1.307356e-01 displacement 4.818254e+01 6.839192e-04 4.961672e-05 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 3.448465e-05 0.000000e+00 energy 1.307356e+01 2.136931e-05 1.307356e-01 displacement 4.818254e+01 3.418490e-04 4.963274e-05 10 Nonlinear solution status: time= 1.53 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 1.474754e-05 0.000000e+00 energy 1.307356e+01 6.962495e-06 1.307356e-01 displacement 4.818254e+01 8.008413e-05 4.960626e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228901 11 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.995458e+01 4.732939e-08 0.000000e+00 energy 1.307356e+01 1.086846e-07 1.307356e-01 displacement 4.818254e+01 3.286145e-05 4.961684e-05 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228901 1 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 2.434194e-02 0.000000e+00 energy 1.377253e+01 4.464779e-02 1.377253e-01 displacement 4.959387e+01 4.959387e+01 4.959387e-05 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.503275 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 1.803225e-01 0.000000e+00 energy 1.377253e+01 4.404316e-02 1.377253e-01 displacement 4.959387e+01 2.183173e+00 6.053121e-05 3 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 6.311219e-02 0.000000e+00 energy 1.377253e+01 3.751842e-03 1.377253e-01 displacement 4.959387e+01 2.046384e-01 5.756454e-05 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 2.821150e-02 0.000000e+00 energy 1.377253e+01 3.255525e-03 1.377253e-01 displacement 4.959387e+01 9.771880e-01 5.076900e-05 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 2.860078e-03 0.000000e+00 energy 1.377253e+01 2.185396e-04 1.377253e-01 displacement 4.959387e+01 1.323116e-01 5.174048e-05 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.539374 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 6.606561e-03 0.000000e+00 energy 1.377253e+01 1.173944e-03 1.377253e-01 displacement 4.959387e+01 3.698235e-02 5.261537e-05 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 8.364644e-04 0.000000e+00 energy 1.377253e+01 3.532505e-04 1.377253e-01 displacement 4.959387e+01 1.304707e-02 5.170452e-05 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.483781 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 4.073228e-04 0.000000e+00 energy 1.377253e+01 8.525955e-05 1.377253e-01 displacement 4.959387e+01 2.574131e-03 5.144420e-05 9 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.383471 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 2.410330e-04 0.000000e+00 energy 1.377253e+01 6.645154e-05 1.377253e-01 displacement 4.959387e+01 8.691028e-04 5.130415e-05 10 Nonlinear solution status: time= 1.54 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.142818 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 1.974466e-04 0.000000e+00 energy 1.377253e+01 1.089949e-05 1.377253e-01 displacement 4.959387e+01 2.311540e-04 5.123501e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228991 11 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 4.429166e-06 0.000000e+00 energy 1.377253e+01 2.511432e-06 1.377253e-01 displacement 4.959387e+01 6.943704e-04 5.133255e-05 12 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 4.842239e-07 0.000000e+00 energy 1.377253e+01 3.354375e-07 1.377253e-01 displacement 4.959387e+01 6.697594e-05 5.133880e-05 13 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.596539e+01 1.392395e-08 0.000000e+00 energy 1.377253e+01 9.361756e-09 1.377253e-01 displacement 4.959387e+01 1.204696e-05 5.133991e-05 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50228991 1 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 1.609511e-02 0.000000e+00 energy 1.413118e+01 2.305273e-02 1.413118e-01 displacement 5.087341e+01 5.087341e+01 5.087341e-05 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 4.059063e-02 0.000000e+00 energy 1.413118e+01 1.602681e-02 1.413118e-01 displacement 5.087341e+01 9.696659e-01 5.852380e-05 3 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 3.694578e-03 0.000000e+00 energy 1.413118e+01 3.449501e-03 1.413118e-01 displacement 5.087341e+01 1.535481e-01 5.490997e-05 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.473295 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 1.143214e-03 0.000000e+00 energy 1.413118e+01 1.032089e-03 1.413118e-01 displacement 5.087341e+01 6.649960e-02 5.305208e-05 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.235190 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 6.119575e-04 0.000000e+00 energy 1.413118e+01 2.973036e-04 1.413118e-01 displacement 5.087341e+01 1.059184e-02 5.284799e-05 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.216471 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 2.645407e-04 0.000000e+00 energy 1.413118e+01 1.283878e-04 1.413118e-01 displacement 5.087341e+01 5.279810e-03 5.273037e-05 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.303453 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 1.256365e-04 0.000000e+00 energy 1.413118e+01 5.087788e-05 1.413118e-01 displacement 5.087341e+01 2.430264e-03 5.273300e-05 8 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.176847 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 8.900071e-05 0.000000e+00 energy 1.413118e+01 1.821457e-05 1.413118e-01 displacement 5.087341e+01 1.340217e-03 5.276698e-05 9 Nonlinear solution status: time= 1.55 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.514507 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 3.639801e-05 0.000000e+00 energy 1.413118e+01 5.828806e-06 1.413118e-01 displacement 5.087341e+01 9.350492e-04 5.279005e-05 10 Nonlinear solution status: time= 1.55 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.567005 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 1.748961e-05 0.000000e+00 energy 1.413118e+01 8.668529e-06 1.413118e-01 displacement 5.087341e+01 9.054492e-04 5.292026e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229045 11 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 1.154348e-05 0.000000e+00 energy 1.413118e+01 6.859451e-06 1.413118e-01 displacement 5.087341e+01 5.797918e-05 5.290543e-05 12 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 2.946131e-06 0.000000e+00 energy 1.413118e+01 2.820273e-06 1.413118e-01 displacement 5.087341e+01 8.191682e-05 5.294861e-05 13 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.802215e+01 7.477118e-07 0.000000e+00 energy 1.413118e+01 2.627438e-07 1.413118e-01 displacement 5.087341e+01 7.673519e-06 5.293523e-05 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229045 1 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 1.665017e-02 0.000000e+00 energy 1.455130e+01 7.533126e-03 1.455130e-01 displacement 5.206874e+01 5.206874e+01 5.206874e-05 2 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 2.419908e-02 0.000000e+00 energy 1.455130e+01 8.544142e-03 1.455130e-01 displacement 5.206874e+01 4.832482e-01 5.635673e-05 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 3.451785e-03 0.000000e+00 energy 1.455130e+01 2.209830e-03 1.455130e-01 displacement 5.206874e+01 1.339188e-01 5.537334e-05 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 2.855779e-03 0.000000e+00 energy 1.455130e+01 2.196213e-03 1.455130e-01 displacement 5.206874e+01 2.271390e-01 5.366909e-05 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 1.781302e-03 0.000000e+00 energy 1.455130e+01 9.722319e-04 1.455130e-01 displacement 5.206874e+01 3.398857e-02 5.435457e-05 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.600306 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 2.315414e-03 0.000000e+00 energy 1.455130e+01 1.466808e-03 1.455130e-01 displacement 5.206874e+01 5.175193e-02 5.570607e-05 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 4.653031e-04 0.000000e+00 energy 1.455130e+01 5.523576e-04 1.455130e-01 displacement 5.206874e+01 1.933234e-02 5.515867e-05 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.341954 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 1.319025e-04 0.000000e+00 energy 1.455130e+01 2.150303e-04 1.455130e-01 displacement 5.206874e+01 8.516439e-03 5.461335e-05 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.332550 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 4.522220e-05 0.000000e+00 energy 1.455130e+01 1.170187e-05 1.455130e-01 displacement 5.206874e+01 1.417667e-03 5.446420e-05 10 Nonlinear solution status: time= 1.56 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 2.569430e-05 0.000000e+00 energy 1.455130e+01 1.526775e-05 1.455130e-01 displacement 5.206874e+01 6.065481e-04 5.444802e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229099 11 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 1.146967e-06 0.000000e+00 energy 1.455130e+01 5.683410e-07 1.455130e-01 displacement 5.206874e+01 2.134014e-04 5.449882e-05 12 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025832e+02 7.367146e-08 0.000000e+00 energy 1.455130e+01 8.404158e-08 1.455130e-01 displacement 5.206874e+01 3.924015e-06 5.449522e-05 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229099 1 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 1.618442e-02 0.000000e+00 energy 1.493111e+01 1.220437e-02 1.493111e-01 displacement 5.288197e+01 5.288197e+01 5.288197e-05 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 3.690666e-02 0.000000e+00 energy 1.493111e+01 1.695118e-02 1.493111e-01 displacement 5.288197e+01 1.510817e+00 6.165465e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 6.277952e-03 0.000000e+00 energy 1.493111e+01 3.844705e-03 1.493111e-01 displacement 5.288197e+01 2.877948e-01 5.817106e-05 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.392746 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 2.827008e-03 0.000000e+00 energy 1.493111e+01 1.340586e-03 1.493111e-01 displacement 5.288197e+01 1.800323e-01 5.620547e-05 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.323728 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 1.107097e-03 0.000000e+00 energy 1.493111e+01 4.273719e-04 1.493111e-01 displacement 5.288197e+01 5.281742e-02 5.583406e-05 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.277884 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 4.858636e-04 0.000000e+00 energy 1.493111e+01 4.050262e-05 1.493111e-01 displacement 5.288197e+01 2.700557e-02 5.572506e-05 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.404444 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 3.351168e-04 0.000000e+00 energy 1.493111e+01 6.478757e-05 1.493111e-01 displacement 5.288197e+01 7.810085e-03 5.588923e-05 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 3.143928e-04 0.000000e+00 energy 1.493111e+01 1.546381e-04 1.493111e-01 displacement 5.288197e+01 3.509293e-02 5.655017e-05 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 1.723076e-04 0.000000e+00 energy 1.493111e+01 7.833559e-05 1.493111e-01 displacement 5.288197e+01 2.132556e-03 5.684893e-05 10 Nonlinear solution status: time= 1.57 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 9.572396e-05 0.000000e+00 energy 1.493111e+01 4.660821e-05 1.493111e-01 displacement 5.288197e+01 4.030622e-03 5.634419e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229279 11 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 1.036862e-05 0.000000e+00 energy 1.493111e+01 3.727545e-06 1.493111e-01 displacement 5.288197e+01 3.348574e-04 5.641164e-05 12 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.612225 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 4.911786e-06 0.000000e+00 energy 1.493111e+01 3.801898e-06 1.493111e-01 displacement 5.288197e+01 9.186561e-05 5.644995e-05 13 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.051327e+02 1.092222e-06 0.000000e+00 energy 1.493111e+01 6.995748e-07 1.493111e-01 displacement 5.288197e+01 1.207002e-05 5.643519e-05 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229279 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.850543e-02 0.000000e+00 energy 1.561789e+01 3.639376e-02 1.561789e-01 displacement 5.444228e+01 5.444228e+01 5.444228e-05 2 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.623226 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 2.410966e-02 0.000000e+00 energy 1.561789e+01 9.035589e-03 1.561789e-01 displacement 5.444228e+01 6.862113e-01 6.001808e-05 3 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 3.275227e-03 0.000000e+00 energy 1.561789e+01 2.304849e-03 1.561789e-01 displacement 5.444228e+01 1.656950e-01 5.846182e-05 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.461355 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.476984e-03 0.000000e+00 energy 1.561789e+01 8.242831e-04 1.561789e-01 displacement 5.444228e+01 1.299768e-01 5.741028e-05 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.297463 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 8.626887e-04 0.000000e+00 energy 1.561789e+01 9.853732e-05 1.561789e-01 displacement 5.444228e+01 2.261182e-02 5.732809e-05 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.166059 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 9.004277e-04 0.000000e+00 energy 1.561789e+01 5.827884e-05 1.561789e-01 displacement 5.444228e+01 2.451389e-03 5.738906e-05 7 Nonlinear solution status: time= 1.58 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.577083e-04 0.000000e+00 energy 1.561789e+01 3.047241e-05 1.561789e-01 displacement 5.444228e+01 2.710536e-02 5.793960e-05 8 Nonlinear solution status: time= 1.58 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.197974e-04 0.000000e+00 energy 1.561789e+01 4.026831e-05 1.561789e-01 displacement 5.444228e+01 1.821971e-03 5.812838e-05 9 Nonlinear solution status: time= 1.58 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 4.599284e-05 0.000000e+00 energy 1.561789e+01 2.002184e-05 1.561789e-01 displacement 5.444228e+01 6.653842e-04 5.801229e-05 10 Nonlinear solution status: time= 1.58 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.596768 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.294088e-05 0.000000e+00 energy 1.561789e+01 2.675259e-06 1.561789e-01 displacement 5.444228e+01 2.144609e-04 5.798290e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229351 11 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.909094e-07 0.000000e+00 energy 1.561789e+01 3.044030e-08 1.561789e-01 displacement 5.444228e+01 8.166694e-05 5.800805e-05 12 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.094762e+02 1.426278e-08 0.000000e+00 energy 1.561789e+01 1.467993e-08 1.561789e-01 displacement 5.444228e+01 2.886323e-06 5.801236e-05 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229351 1 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 1.011827e-02 0.000000e+00 energy 1.641395e+01 1.936789e-02 1.641395e-01 displacement 5.619664e+01 5.619664e+01 5.619664e-05 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 3.326371e-03 0.000000e+00 energy 1.641395e+01 5.921018e-05 1.641395e-01 displacement 5.619664e+01 5.030674e-01 5.897714e-05 3 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 3.246892e-03 0.000000e+00 energy 1.641395e+01 2.852744e-04 1.641395e-01 displacement 5.619664e+01 3.931084e-01 5.980856e-05 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.552809 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 9.539489e-04 0.000000e+00 energy 1.641395e+01 3.105740e-05 1.641395e-01 displacement 5.619664e+01 1.800333e-02 5.941054e-05 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 2.259336e-04 0.000000e+00 energy 1.641395e+01 6.680916e-05 1.641395e-01 displacement 5.619664e+01 2.117843e-02 5.893814e-05 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 1.555119e-04 0.000000e+00 energy 1.641395e+01 5.304858e-05 1.641395e-01 displacement 5.619664e+01 3.849948e-03 5.882709e-05 7 Nonlinear solution status: time= 1.59 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 8.780942e-05 0.000000e+00 energy 1.641395e+01 1.807109e-05 1.641395e-01 displacement 5.619664e+01 1.379479e-03 5.897587e-05 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 9.357642e-05 0.000000e+00 energy 1.641395e+01 2.962151e-05 1.641395e-01 displacement 5.619664e+01 3.874883e-03 5.917642e-05 9 Nonlinear solution status: time= 1.59 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 2.008078e-05 0.000000e+00 energy 1.641395e+01 8.747485e-07 1.641395e-01 displacement 5.619664e+01 2.544872e-04 5.906225e-05 10 Nonlinear solution status: time= 1.59 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.595374 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 1.003637e-05 0.000000e+00 energy 1.641395e+01 9.659285e-07 1.641395e-01 displacement 5.619664e+01 8.364606e-05 5.900144e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229369 11 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.169818e+02 3.987242e-06 0.000000e+00 energy 1.641395e+01 1.960512e-06 1.641395e-01 displacement 5.619664e+01 4.655497e-05 5.902314e-05 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229369 1 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 1.438008e-02 0.000000e+00 energy 1.653094e+01 1.231800e-02 1.653094e-01 displacement 5.636371e+01 5.636371e+01 5.636371e-05 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 5.699640e-03 0.000000e+00 energy 1.653094e+01 3.058429e-03 1.653094e-01 displacement 5.636371e+01 7.158768e-01 6.091803e-05 3 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 1.467242e-03 0.000000e+00 energy 1.653094e+01 1.082084e-03 1.653094e-01 displacement 5.636371e+01 1.352873e-01 5.994095e-05 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.481459 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 9.053310e-04 0.000000e+00 energy 1.653094e+01 3.840437e-04 1.653094e-01 displacement 5.636371e+01 3.006564e-02 5.930985e-05 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.233925 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 4.878410e-04 0.000000e+00 energy 1.653094e+01 9.061632e-05 1.653094e-01 displacement 5.636371e+01 5.736913e-03 5.920901e-05 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.391669 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 4.724387e-04 0.000000e+00 energy 1.653094e+01 7.465955e-05 1.653094e-01 displacement 5.636371e+01 3.088742e-03 5.926909e-05 7 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 2.673689e-04 0.000000e+00 energy 1.653094e+01 8.572012e-06 1.653094e-01 displacement 5.636371e+01 7.489039e-03 5.949983e-05 8 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 2.268390e-04 0.000000e+00 energy 1.653094e+01 2.511588e-05 1.653094e-01 displacement 5.636371e+01 7.794498e-03 5.960391e-05 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 9.547068e-05 0.000000e+00 energy 1.653094e+01 3.438799e-05 1.653094e-01 displacement 5.636371e+01 1.863862e-03 5.966190e-05 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 3.930105e-05 0.000000e+00 energy 1.653094e+01 1.662547e-05 1.653094e-01 displacement 5.636371e+01 4.513166e-03 5.946690e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229477 11 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.384225 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 2.790106e-05 0.000000e+00 energy 1.653094e+01 1.293140e-05 1.653094e-01 displacement 5.636371e+01 2.414077e-04 5.936559e-05 12 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 1.498963e-05 0.000000e+00 energy 1.653094e+01 8.199983e-06 1.653094e-01 displacement 5.636371e+01 2.352763e-04 5.936009e-05 13 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.592929 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 1.783357e-05 0.000000e+00 energy 1.653094e+01 6.327527e-06 1.653094e-01 displacement 5.636371e+01 1.807035e-04 5.936784e-05 14 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.181843e+02 2.741367e-07 0.000000e+00 energy 1.653094e+01 3.775463e-07 1.653094e-01 displacement 5.636371e+01 5.650369e-05 5.934537e-05 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229477 1 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 1.489816e-02 0.000000e+00 energy 1.724767e+01 2.538904e-02 1.724767e-01 displacement 5.726403e+01 5.726403e+01 5.726403e-05 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 1.128550e-02 0.000000e+00 energy 1.724767e+01 5.907873e-03 1.724767e-01 displacement 5.726403e+01 1.022786e+00 6.354753e-05 3 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 2.851387e-03 0.000000e+00 energy 1.724767e+01 8.772473e-04 1.724767e-01 displacement 5.726403e+01 1.860200e-01 6.287680e-05 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.625506 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 1.303778e-03 0.000000e+00 energy 1.724767e+01 2.529919e-04 1.724767e-01 displacement 5.726403e+01 6.369490e-02 6.131395e-05 5 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.316407 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 7.451477e-04 0.000000e+00 energy 1.724767e+01 1.676472e-04 1.724767e-01 displacement 5.726403e+01 8.990812e-03 6.095783e-05 6 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.300762 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 6.702382e-04 0.000000e+00 energy 1.724767e+01 1.400977e-04 1.724767e-01 displacement 5.726403e+01 6.462428e-03 6.104697e-05 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.443775 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 4.747877e-04 0.000000e+00 energy 1.724767e+01 1.255874e-04 1.724767e-01 displacement 5.726403e+01 3.630798e-03 6.133861e-05 8 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 4.962163e-04 0.000000e+00 energy 1.724767e+01 3.486171e-04 1.724767e-01 displacement 5.726403e+01 2.313451e-02 6.241013e-05 9 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 1.254696e-04 0.000000e+00 energy 1.724767e+01 5.731904e-06 1.724767e-01 displacement 5.726403e+01 2.455520e-03 6.213142e-05 10 Nonlinear solution status: time= 1.61 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.570158 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 4.990533e-05 0.000000e+00 energy 1.724767e+01 9.940312e-06 1.724767e-01 displacement 5.726403e+01 1.076657e-03 6.199626e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229603 11 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 1.353852e-05 0.000000e+00 energy 1.724767e+01 8.907165e-06 1.724767e-01 displacement 5.726403e+01 8.804908e-04 6.207737e-05 12 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 5.536244e-06 0.000000e+00 energy 1.724767e+01 2.132243e-06 1.724767e-01 displacement 5.726403e+01 3.412363e-04 6.216158e-05 13 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 1.321976e-06 0.000000e+00 energy 1.724767e+01 4.839629e-07 1.724767e-01 displacement 5.726403e+01 7.496187e-05 6.216445e-05 14 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266053e+02 6.925796e-07 0.000000e+00 energy 1.724767e+01 7.555456e-07 1.724767e-01 displacement 5.726403e+01 3.494438e-05 6.216434e-05 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229621 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 1.380705e-02 0.000000e+00 energy 1.798425e+01 5.963855e-03 1.798425e-01 displacement 5.821692e+01 5.821692e+01 5.821692e-05 2 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 3.049060e-03 0.000000e+00 energy 1.798425e+01 8.110508e-05 1.798425e-01 displacement 5.821692e+01 5.485542e-01 6.088828e-05 3 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 1.340441e-03 0.000000e+00 energy 1.798425e+01 1.236782e-04 1.798425e-01 displacement 5.821692e+01 4.651296e-01 6.162413e-05 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.613233 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 4.807746e-04 0.000000e+00 energy 1.798425e+01 4.905528e-05 1.798425e-01 displacement 5.821692e+01 4.344026e-02 6.201029e-05 5 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 2.407695e-04 0.000000e+00 energy 1.798425e+01 1.215137e-05 1.798425e-01 displacement 5.821692e+01 5.202820e-02 6.236485e-05 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 2.964739e-04 0.000000e+00 energy 1.798425e+01 2.192563e-05 1.798425e-01 displacement 5.821692e+01 7.728007e-02 6.329971e-05 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 2.681383e-04 0.000000e+00 energy 1.798425e+01 2.590172e-05 1.798425e-01 displacement 5.821692e+01 9.297271e-02 6.478659e-05 8 Nonlinear solution status: time= 1.62 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 1.356542e-04 0.000000e+00 energy 1.798425e+01 4.440690e-05 1.798425e-01 displacement 5.821692e+01 2.729199e-03 6.489799e-05 9 Nonlinear solution status: time= 1.62 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 5.179681e-05 0.000000e+00 energy 1.798425e+01 9.172960e-06 1.798425e-01 displacement 5.821692e+01 3.112279e-02 6.394258e-05 10 Nonlinear solution status: time= 1.62 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 3.914420e-05 0.000000e+00 energy 1.798425e+01 2.039163e-05 1.798425e-01 displacement 5.821692e+01 7.235420e-03 6.363089e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229621 11 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 5.700648e-06 0.000000e+00 energy 1.798425e+01 2.040812e-06 1.798425e-01 displacement 5.821692e+01 2.160251e-03 6.386696e-05 12 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 4.421984e-06 0.000000e+00 energy 1.798425e+01 1.051160e-06 1.798425e-01 displacement 5.821692e+01 2.638773e-03 6.408528e-05 13 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 1.073404e-06 0.000000e+00 energy 1.798425e+01 1.542502e-08 1.798425e-01 displacement 5.821692e+01 9.780720e-04 6.419880e-05 14 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331501e+02 2.219317e-07 0.000000e+00 energy 1.798425e+01 1.147824e-07 1.798425e-01 displacement 5.821692e+01 1.470123e-05 6.418321e-05 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229621 1 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 1.237960e-02 0.000000e+00 energy 1.853471e+01 1.013973e-02 1.853471e-01 displacement 5.857468e+01 5.857468e+01 5.857468e-05 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 5.906168e-03 0.000000e+00 energy 1.853471e+01 3.069614e-03 1.853471e-01 displacement 5.857468e+01 1.086173e+00 6.317872e-05 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 1.763082e-03 0.000000e+00 energy 1.853471e+01 1.381580e-03 1.853471e-01 displacement 5.857468e+01 3.738126e-01 6.293866e-05 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.549049 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 6.229009e-04 0.000000e+00 energy 1.853471e+01 5.954479e-04 1.853471e-01 displacement 5.857468e+01 1.703864e-01 6.313241e-05 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.258471 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 2.841503e-04 0.000000e+00 energy 1.853471e+01 1.434024e-04 1.853471e-01 displacement 5.857468e+01 2.162927e-02 6.338152e-05 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.269784 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 1.848501e-04 0.000000e+00 energy 1.853471e+01 2.196837e-05 1.853471e-01 displacement 5.857468e+01 1.171617e-02 6.359099e-05 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 4.184646e-05 0.000000e+00 energy 1.853471e+01 2.292839e-06 1.853471e-01 displacement 5.857468e+01 2.732990e-02 6.419071e-05 8 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 5.415748e-05 0.000000e+00 energy 1.853471e+01 2.862695e-05 1.853471e-01 displacement 5.857468e+01 1.719593e-02 6.476782e-05 9 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 4.012421e-06 0.000000e+00 energy 1.853471e+01 3.147540e-06 1.853471e-01 displacement 5.857468e+01 9.730834e-04 6.461304e-05 10 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.582249 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 1.461468e-06 0.000000e+00 energy 1.853471e+01 8.353234e-08 1.853471e-01 displacement 5.857468e+01 9.911448e-05 6.456309e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229693 11 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395179e+02 5.628871e-08 0.000000e+00 energy 1.853471e+01 1.536555e-08 1.853471e-01 displacement 5.857468e+01 4.858779e-05 6.452834e-05 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229693 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 1.581997e-02 0.000000e+00 energy 1.858666e+01 2.514316e-02 1.858666e-01 displacement 5.901098e+01 5.901098e+01 5.901098e-05 2 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.557595 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 5.240618e-02 0.000000e+00 energy 1.858666e+01 1.779553e-02 1.858666e-01 displacement 5.901098e+01 7.288610e-01 6.484744e-05 3 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 6.378280e-03 0.000000e+00 energy 1.858666e+01 3.288230e-03 1.858666e-01 displacement 5.901098e+01 2.785345e-01 6.388406e-05 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 2.873133e-03 0.000000e+00 energy 1.858666e+01 6.891496e-04 1.858666e-01 displacement 5.901098e+01 1.026834e+00 6.202396e-05 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.321588 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 1.535724e-03 0.000000e+00 energy 1.858666e+01 2.075608e-04 1.858666e-01 displacement 5.901098e+01 2.871053e-02 6.253018e-05 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.201378 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 9.576272e-04 0.000000e+00 energy 1.858666e+01 6.071746e-05 1.858666e-01 displacement 5.901098e+01 2.089919e-02 6.291486e-05 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.621374 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 6.798325e-04 0.000000e+00 energy 1.858666e+01 1.065030e-04 1.858666e-01 displacement 5.901098e+01 6.264414e-02 6.421237e-05 8 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 9.870681e-04 0.000000e+00 energy 1.858666e+01 3.462377e-04 1.858666e-01 displacement 5.901098e+01 1.920992e-02 6.493388e-05 9 Nonlinear solution status: time= 1.64 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 1.211637e-04 0.000000e+00 energy 1.858666e+01 3.252952e-05 1.858666e-01 displacement 5.901098e+01 8.065956e-03 6.438336e-05 10 Nonlinear solution status: time= 1.64 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.517714 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 1.089539e-04 0.000000e+00 energy 1.858666e+01 1.834058e-05 1.858666e-01 displacement 5.901098e+01 2.186156e-03 6.445174e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229747 11 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.355595 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 8.157536e-05 0.000000e+00 energy 1.858666e+01 2.390957e-05 1.858666e-01 displacement 5.901098e+01 2.290958e-04 6.440665e-05 12 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.434647 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 2.995441e-05 0.000000e+00 energy 1.858666e+01 6.574026e-06 1.858666e-01 displacement 5.901098e+01 2.914336e-04 6.442170e-05 13 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 5.340967e-05 0.000000e+00 energy 1.858666e+01 2.670047e-05 1.858666e-01 displacement 5.901098e+01 2.255871e-03 6.474380e-05 14 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 4.140180e-06 0.000000e+00 energy 1.858666e+01 3.728858e-06 1.858666e-01 displacement 5.901098e+01 9.847134e-05 6.466857e-05 15 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 5.033840e-06 0.000000e+00 energy 1.858666e+01 3.243804e-06 1.858666e-01 displacement 5.901098e+01 6.958248e-05 6.464254e-05 16 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.565104 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 2.972078e-06 0.000000e+00 energy 1.858666e+01 7.348340e-07 1.858666e-01 displacement 5.901098e+01 6.846846e-05 6.468310e-05 17 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.569782 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 1.505048e-06 0.000000e+00 energy 1.858666e+01 1.132445e-06 1.858666e-01 displacement 5.901098e+01 7.207927e-05 6.473538e-05 18 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.404528e+02 7.522779e-08 0.000000e+00 energy 1.858666e+01 6.020870e-08 1.858666e-01 displacement 5.901098e+01 1.069029e-05 6.473452e-05 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229747 1 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 1.339530e-02 0.000000e+00 energy 1.910859e+01 2.680519e-02 1.910859e-01 displacement 6.000696e+01 6.000696e+01 6.000696e-05 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 4.802245e-03 0.000000e+00 energy 1.910859e+01 1.492321e-04 1.910859e-01 displacement 6.000696e+01 1.424143e+00 6.479012e-05 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 3.734036e-03 0.000000e+00 energy 1.910859e+01 2.324371e-04 1.910859e-01 displacement 6.000696e+01 1.433840e+00 6.802236e-05 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 2.082530e-03 0.000000e+00 energy 1.910859e+01 8.448797e-04 1.910859e-01 displacement 6.000696e+01 1.388627e-01 6.819397e-05 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 5.825736e-04 0.000000e+00 energy 1.910859e+01 2.737352e-04 1.910859e-01 displacement 6.000696e+01 1.492908e-02 6.840066e-05 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 1.900381e-04 0.000000e+00 energy 1.910859e+01 1.900158e-05 1.910859e-01 displacement 6.000696e+01 4.710611e-03 6.850616e-05 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 2.537319e-04 0.000000e+00 energy 1.910859e+01 6.659653e-05 1.910859e-01 displacement 6.000696e+01 1.891726e-02 6.881090e-05 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 2.100360e-04 0.000000e+00 energy 1.910859e+01 4.915385e-05 1.910859e-01 displacement 6.000696e+01 1.090214e-02 6.931824e-05 9 Nonlinear solution status: time= 1.65 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.631504 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 1.497352e-04 0.000000e+00 energy 1.910859e+01 4.398062e-05 1.910859e-01 displacement 6.000696e+01 7.841701e-03 6.988334e-05 10 Nonlinear solution status: time= 1.65 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 4.277525e-05 0.000000e+00 energy 1.910859e+01 1.395407e-05 1.910859e-01 displacement 6.000696e+01 1.122545e-03 6.971198e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229891 11 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.607608 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 5.768692e-06 0.000000e+00 energy 1.910859e+01 1.085207e-06 1.910859e-01 displacement 6.000696e+01 1.316909e-04 6.963330e-05 12 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 3.089378e-06 0.000000e+00 energy 1.910859e+01 1.984362e-06 1.910859e-01 displacement 6.000696e+01 1.312041e-04 6.963997e-05 13 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440740e+02 1.000734e-06 0.000000e+00 energy 1.910859e+01 2.171550e-07 1.910859e-01 displacement 6.000696e+01 3.967679e-05 6.965873e-05 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229909 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 2.316285e-02 0.000000e+00 energy 1.944390e+01 3.691642e-02 1.944390e-01 displacement 6.152989e+01 6.152989e+01 6.152989e-05 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 3.632530e-03 0.000000e+00 energy 1.944390e+01 3.287045e-04 1.944390e-01 displacement 6.152989e+01 5.312388e-01 6.386305e-05 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 1.002895e-03 0.000000e+00 energy 1.944390e+01 1.275199e-04 1.944390e-01 displacement 6.152989e+01 5.294476e-01 6.617060e-05 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 4.358048e-04 0.000000e+00 energy 1.944390e+01 1.248135e-04 1.944390e-01 displacement 6.152989e+01 1.119311e-01 6.733855e-05 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 1.745844e-04 0.000000e+00 energy 1.944390e+01 3.590278e-05 1.944390e-01 displacement 6.152989e+01 1.180728e-02 6.745330e-05 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 7.453449e-05 0.000000e+00 energy 1.944390e+01 1.887013e-05 1.944390e-01 displacement 6.152989e+01 3.738250e-03 6.768176e-05 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 8.145633e-05 0.000000e+00 energy 1.944390e+01 1.680459e-05 1.944390e-01 displacement 6.152989e+01 5.193178e-03 6.804321e-05 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 6.933703e-05 0.000000e+00 energy 1.944390e+01 2.543345e-05 1.944390e-01 displacement 6.152989e+01 7.211250e-03 6.843711e-05 9 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 1.143405e-05 0.000000e+00 energy 1.944390e+01 1.346293e-06 1.944390e-01 displacement 6.152989e+01 7.525566e-04 6.824375e-05 10 Nonlinear solution status: time= 1.66 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 5.524439e-06 0.000000e+00 energy 1.944390e+01 1.909912e-06 1.944390e-01 displacement 6.152989e+01 3.594227e-03 6.797817e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229963 11 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 6.741375e-07 0.000000e+00 energy 1.944390e+01 4.547621e-08 1.944390e-01 displacement 6.152989e+01 3.001887e-04 6.805968e-05 12 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 2.661927e-07 0.000000e+00 energy 1.944390e+01 8.890941e-08 1.944390e-01 displacement 6.152989e+01 7.054162e-05 6.810288e-05 13 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.466137e+02 2.475021e-08 0.000000e+00 energy 1.944390e+01 3.082941e-08 1.944390e-01 displacement 6.152989e+01 2.715341e-05 6.812990e-05 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229963 1 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 1.305859e-02 0.000000e+00 energy 1.974910e+01 2.758704e-02 1.974910e-01 displacement 6.112299e+01 6.112299e+01 6.112299e-05 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 2.813878e-03 0.000000e+00 energy 1.974910e+01 9.756773e-04 1.974910e-01 displacement 6.112299e+01 7.243091e-01 6.509041e-05 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 1.818491e-03 0.000000e+00 energy 1.974910e+01 3.587480e-04 1.974910e-01 displacement 6.112299e+01 3.914104e-01 6.563679e-05 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.608437 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 4.441214e-04 0.000000e+00 energy 1.974910e+01 7.508942e-05 1.974910e-01 displacement 6.112299e+01 3.504894e-02 6.564544e-05 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.405638 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 1.747538e-04 0.000000e+00 energy 1.974910e+01 3.192013e-05 1.974910e-01 displacement 6.112299e+01 4.459112e-03 6.570194e-05 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 1.402126e-04 0.000000e+00 energy 1.974910e+01 5.433418e-05 1.974910e-01 displacement 6.112299e+01 8.172424e-03 6.588213e-05 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 2.958213e-05 0.000000e+00 energy 1.974910e+01 5.242052e-06 1.974910e-01 displacement 6.112299e+01 2.651948e-03 6.608624e-05 8 Nonlinear solution status: time= 1.67 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 2.058914e-05 0.000000e+00 energy 1.974910e+01 7.691326e-06 1.974910e-01 displacement 6.112299e+01 3.200724e-03 6.628329e-05 9 Nonlinear solution status: time= 1.67 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.610961 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 1.205942e-05 0.000000e+00 energy 1.974910e+01 1.625586e-06 1.974910e-01 displacement 6.112299e+01 1.055934e-04 6.627869e-05 10 Nonlinear solution status: time= 1.67 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 1.081664e-05 0.000000e+00 energy 1.974910e+01 4.010752e-06 1.974910e-01 displacement 6.112299e+01 4.405608e-04 6.616305e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229981 11 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 2.616158e-06 0.000000e+00 energy 1.974910e+01 1.808981e-06 1.974910e-01 displacement 6.112299e+01 8.591713e-05 6.620471e-05 12 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.485257e+02 4.316249e-07 0.000000e+00 energy 1.974910e+01 3.647691e-07 1.974910e-01 displacement 6.112299e+01 1.782959e-05 6.619270e-05 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50229981 1 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 1.483652e-02 0.000000e+00 energy 2.047413e+01 4.528007e-03 2.047413e-01 displacement 6.178029e+01 6.178029e+01 6.178029e-05 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 3.663176e-03 0.000000e+00 energy 2.047413e+01 1.406900e-03 2.047413e-01 displacement 6.178029e+01 3.717457e-01 6.482619e-05 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 1.688049e-03 0.000000e+00 energy 2.047413e+01 3.506269e-04 2.047413e-01 displacement 6.178029e+01 1.805379e-01 6.430594e-05 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.568486 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 3.538347e-04 0.000000e+00 energy 2.047413e+01 9.830031e-05 2.047413e-01 displacement 6.178029e+01 2.992261e-02 6.390810e-05 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.380113 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 1.419975e-04 0.000000e+00 energy 2.047413e+01 2.020014e-05 2.047413e-01 displacement 6.178029e+01 1.811335e-03 6.390438e-05 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 7.451407e-05 0.000000e+00 energy 2.047413e+01 2.588048e-05 2.047413e-01 displacement 6.178029e+01 4.679096e-03 6.400600e-05 7 Nonlinear solution status: time= 1.68 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 1.765723e-05 0.000000e+00 energy 2.047413e+01 3.235561e-06 2.047413e-01 displacement 6.178029e+01 3.005798e-04 6.405078e-05 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.624551 convergence norms : INITIAL CURRENT REQUIRED residual 1.583568e+02 4.794934e-06 0.000000e+00 energy 2.047413e+01 1.154519e-06 2.047413e-01 displacement 6.178029e+01 5.172625e-05 6.406849e-05 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230053 1 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.427932e-02 0.000000e+00 energy 2.095387e+01 2.153442e-02 2.095387e-01 displacement 6.247292e+01 6.247292e+01 6.247292e-05 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.088249e-02 0.000000e+00 energy 2.095387e+01 8.766064e-03 2.095387e-01 displacement 6.247292e+01 5.450685e-01 6.816417e-05 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.778184e-03 0.000000e+00 energy 2.095387e+01 2.372997e-03 2.095387e-01 displacement 6.247292e+01 1.834668e-01 6.580483e-05 4 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.463170 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 7.505249e-04 0.000000e+00 energy 2.095387e+01 6.871250e-04 2.095387e-01 displacement 6.247292e+01 1.357118e-01 6.465532e-05 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.284452 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 3.309186e-04 0.000000e+00 energy 2.095387e+01 1.905604e-04 2.095387e-01 displacement 6.247292e+01 2.244935e-02 6.451829e-05 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.242534 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.783746e-04 0.000000e+00 energy 2.095387e+01 1.667285e-05 2.095387e-01 displacement 6.247292e+01 1.130852e-02 6.442458e-05 7 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.223752 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.146801e-04 0.000000e+00 energy 2.095387e+01 9.442077e-06 2.095387e-01 displacement 6.247292e+01 2.736874e-03 6.445765e-05 8 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.575190 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.127571e-04 0.000000e+00 energy 2.095387e+01 3.454170e-05 2.095387e-01 displacement 6.247292e+01 1.291006e-02 6.471776e-05 9 Nonlinear solution status: time= 1.69 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 7.893482e-05 0.000000e+00 energy 2.095387e+01 4.445560e-05 2.095387e-01 displacement 6.247292e+01 1.151600e-02 6.511839e-05 10 Nonlinear solution status: time= 1.69 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.278691e-05 0.000000e+00 energy 2.095387e+01 7.532074e-06 2.095387e-01 displacement 6.247292e+01 4.610844e-04 6.508507e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230161 11 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.391795 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 6.075969e-06 0.000000e+00 energy 2.095387e+01 2.362738e-06 2.095387e-01 displacement 6.247292e+01 1.839645e-04 6.507713e-05 12 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.181763e-06 0.000000e+00 energy 2.095387e+01 3.007415e-08 2.095387e-01 displacement 6.247292e+01 4.248718e-04 6.511797e-05 13 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.219356e-05 0.000000e+00 energy 2.095387e+01 1.687710e-07 2.095387e-01 displacement 6.247292e+01 3.682041e-04 6.515395e-05 14 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.489085 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 5.941984e-06 0.000000e+00 energy 2.095387e+01 7.015039e-07 2.095387e-01 displacement 6.247292e+01 4.351446e-04 6.518942e-05 15 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 4.077794e-06 0.000000e+00 energy 2.095387e+01 5.757510e-07 2.095387e-01 displacement 6.247292e+01 9.828324e-05 6.517098e-05 16 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 1.879640e-06 0.000000e+00 energy 2.095387e+01 1.113735e-07 2.095387e-01 displacement 6.247292e+01 3.397443e-04 6.512985e-05 17 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637556e+02 3.069322e-07 0.000000e+00 energy 2.095387e+01 8.406598e-08 2.095387e-01 displacement 6.247292e+01 6.854737e-06 6.512395e-05 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230161 1 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 1.042670e-02 0.000000e+00 energy 2.143321e+01 5.697899e-03 2.143321e-01 displacement 6.356341e+01 6.356341e+01 6.356341e-05 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 2.160069e-03 0.000000e+00 energy 2.143321e+01 8.300028e-04 2.143321e-01 displacement 6.356341e+01 6.039567e-01 6.447520e-05 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 1.272073e-03 0.000000e+00 energy 2.143321e+01 4.702774e-04 2.143321e-01 displacement 6.356341e+01 6.457492e-01 6.546546e-05 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 2.655052e-04 0.000000e+00 energy 2.143321e+01 1.110531e-04 2.143321e-01 displacement 6.356341e+01 8.071098e-03 6.541659e-05 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 9.418632e-05 0.000000e+00 energy 2.143321e+01 2.698331e-05 2.143321e-01 displacement 6.356341e+01 3.111889e-03 6.553193e-05 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 4.910708e-05 0.000000e+00 energy 2.143321e+01 1.207025e-05 2.143321e-01 displacement 6.356341e+01 4.710652e-03 6.572594e-05 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.548432 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 2.785824e-05 0.000000e+00 energy 2.143321e+01 4.102250e-06 2.143321e-01 displacement 6.356341e+01 1.197956e-03 6.585587e-05 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 7.078358e-06 0.000000e+00 energy 2.143321e+01 4.317666e-06 2.143321e-01 displacement 6.356341e+01 3.541476e-04 6.585351e-05 9 Nonlinear solution status: time= 1.7 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.690625e+02 9.669183e-07 0.000000e+00 energy 2.143321e+01 9.981038e-08 2.143321e-01 displacement 6.356341e+01 5.575434e-05 6.583704e-05 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230161 1 Nonlinear solution status: time= 1.71 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 1.376576e-02 0.000000e+00 energy 2.173365e+01 1.471512e-02 2.173365e-01 displacement 6.347917e+01 6.347917e+01 6.347917e-05 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 1.211289e-02 0.000000e+00 energy 2.173365e+01 6.482706e-03 2.173365e-01 displacement 6.347917e+01 1.168558e+00 6.981072e-05 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 2.365478e-03 0.000000e+00 energy 2.173365e+01 2.209889e-03 2.173365e-01 displacement 6.347917e+01 1.478790e-01 6.715362e-05 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.529780 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 7.618412e-04 0.000000e+00 energy 2.173365e+01 7.475658e-04 2.173365e-01 displacement 6.347917e+01 1.432532e-01 6.611607e-05 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.346260 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 3.372044e-04 0.000000e+00 energy 2.173365e+01 2.868621e-06 2.173365e-01 displacement 6.347917e+01 1.250179e-02 6.576747e-05 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.224789 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 2.393003e-04 0.000000e+00 energy 2.173365e+01 2.598030e-05 2.173365e-01 displacement 6.347917e+01 2.523031e-03 6.580009e-05 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 9.258000e-05 0.000000e+00 energy 2.173365e+01 5.118742e-05 2.173365e-01 displacement 6.347917e+01 1.204658e-02 6.620748e-05 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 2.231697e-05 0.000000e+00 energy 2.173365e+01 9.955923e-06 2.173365e-01 displacement 6.347917e+01 5.034959e-04 6.626227e-05 9 Nonlinear solution status: time= 1.71 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.472003 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 1.361468e-05 0.000000e+00 energy 2.173365e+01 5.138151e-06 2.173365e-01 displacement 6.347917e+01 7.681973e-05 6.624969e-05 10 Nonlinear solution status: time= 1.71 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.703392e+02 4.998490e-06 0.000000e+00 energy 2.173365e+01 2.071189e-06 2.173365e-01 displacement 6.347917e+01 5.821176e-05 6.626666e-05 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230233 1 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.762715e-02 0.000000e+00 energy 2.192134e+01 2.676090e-02 2.192134e-01 displacement 6.477196e+01 6.477196e+01 6.477196e-05 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.629636 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.717927e-02 0.000000e+00 energy 2.192134e+01 8.731648e-03 2.192134e-01 displacement 6.477196e+01 6.117935e-01 7.024228e-05 3 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 2.496614e-03 0.000000e+00 energy 2.192134e+01 2.129243e-03 2.192134e-01 displacement 6.477196e+01 4.170755e-01 6.951868e-05 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 3.663923e-03 0.000000e+00 energy 2.192134e+01 9.233072e-04 2.192134e-01 displacement 6.477196e+01 1.209113e+00 6.785072e-05 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.238492 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 2.095706e-03 0.000000e+00 energy 2.192134e+01 9.852979e-05 2.192134e-01 displacement 6.477196e+01 6.541426e-03 6.802278e-05 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.608312 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 7.622059e-04 0.000000e+00 energy 2.192134e+01 7.077491e-04 2.192134e-01 displacement 6.477196e+01 6.205165e-02 6.872496e-05 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.794732e-04 0.000000e+00 energy 2.192134e+01 2.070771e-04 2.192134e-01 displacement 6.477196e+01 9.039450e-03 6.844025e-05 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.366492 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.180374e-04 0.000000e+00 energy 2.192134e+01 4.383158e-05 2.192134e-01 displacement 6.477196e+01 4.566896e-03 6.826847e-05 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.393122 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.433872e-04 0.000000e+00 energy 2.192134e+01 4.215387e-05 2.192134e-01 displacement 6.477196e+01 8.772970e-04 6.820825e-05 10 Nonlinear solution status: time= 1.72 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.459463e-04 0.000000e+00 energy 2.192134e+01 6.099131e-05 2.192134e-01 displacement 6.477196e+01 1.393612e-03 6.826994e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230341 11 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.344193 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 7.625881e-05 0.000000e+00 energy 2.192134e+01 1.228025e-05 2.192134e-01 displacement 6.477196e+01 3.809342e-04 6.823056e-05 12 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.302498 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 4.358032e-05 0.000000e+00 energy 2.192134e+01 1.927126e-05 2.192134e-01 displacement 6.477196e+01 1.900337e-04 6.827689e-05 13 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 4.381944e-05 0.000000e+00 energy 2.192134e+01 3.168468e-05 2.192134e-01 displacement 6.477196e+01 3.920702e-04 6.837120e-05 14 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 6.380634e-06 0.000000e+00 energy 2.192134e+01 5.499790e-06 2.192134e-01 displacement 6.477196e+01 8.510600e-05 6.832924e-05 15 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.495383 convergence norms : INITIAL CURRENT REQUIRED residual 1.721173e+02 1.534241e-06 0.000000e+00 energy 2.192134e+01 1.618572e-06 2.192134e-01 displacement 6.477196e+01 2.989796e-05 6.830999e-05 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230341 1 Nonlinear solution status: time= 1.73 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 1.384683e-02 0.000000e+00 energy 2.246613e+01 2.174503e-02 2.246613e-01 displacement 6.619089e+01 6.619089e+01 6.619089e-05 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.582250 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 1.996315e-02 0.000000e+00 energy 2.246613e+01 5.468569e-03 2.246613e-01 displacement 6.619089e+01 4.146883e-01 6.902494e-05 3 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 3.214590e-03 0.000000e+00 energy 2.246613e+01 1.403108e-03 2.246613e-01 displacement 6.619089e+01 4.833436e-01 6.956983e-05 4 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 1.495124e-03 0.000000e+00 energy 2.246613e+01 6.411081e-04 2.246613e-01 displacement 6.619089e+01 5.104488e-01 6.956100e-05 5 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.260039 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 9.774635e-04 0.000000e+00 energy 2.246613e+01 1.169878e-04 2.246613e-01 displacement 6.619089e+01 2.087725e-03 6.972616e-05 6 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.621071 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 2.277297e-04 0.000000e+00 energy 2.246613e+01 2.226203e-04 2.246613e-01 displacement 6.619089e+01 8.898785e-03 7.013583e-05 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 6.240278e-05 0.000000e+00 energy 2.246613e+01 3.649852e-05 2.246613e-01 displacement 6.619089e+01 7.789311e-03 7.021645e-05 8 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 6.764191e-05 0.000000e+00 energy 2.246613e+01 3.354780e-05 2.246613e-01 displacement 6.619089e+01 9.279281e-03 7.035749e-05 9 Nonlinear solution status: time= 1.73 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 4.244897e-05 0.000000e+00 energy 2.246613e+01 6.974790e-06 2.246613e-01 displacement 6.619089e+01 1.817055e-03 7.048174e-05 10 Nonlinear solution status: time= 1.73 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 1.481682e-05 0.000000e+00 energy 2.246613e+01 6.918186e-06 2.246613e-01 displacement 6.619089e+01 1.820884e-03 7.061195e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230449 11 Nonlinear solution status: time= 1.73 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 1.133953e-06 0.000000e+00 energy 2.246613e+01 9.861768e-07 2.246613e-01 displacement 6.619089e+01 5.012463e-04 7.063365e-05 12 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 7.331821e-07 0.000000e+00 energy 2.246613e+01 6.330088e-07 2.246613e-01 displacement 6.619089e+01 5.670298e-04 7.068506e-05 13 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 4.530964e-07 0.000000e+00 energy 2.246613e+01 2.250457e-07 2.246613e-01 displacement 6.619089e+01 2.312997e-03 7.080789e-05 14 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 2.271634e-07 0.000000e+00 energy 2.246613e+01 7.577320e-08 2.246613e-01 displacement 6.619089e+01 1.712301e-04 7.084975e-05 15 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.748766e+02 3.569282e-09 0.000000e+00 energy 2.246613e+01 4.948445e-09 2.246613e-01 displacement 6.619089e+01 9.200882e-06 7.084473e-05 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230449 1 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 1.137193e-02 0.000000e+00 energy 2.301375e+01 1.501448e-02 2.301375e-01 displacement 6.684088e+01 6.684088e+01 6.684088e-05 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 4.107843e-03 0.000000e+00 energy 2.301375e+01 1.427025e-04 2.301375e-01 displacement 6.684088e+01 1.067700e+00 6.914364e-05 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 4.681731e-03 0.000000e+00 energy 2.301375e+01 2.370793e-04 2.301375e-01 displacement 6.684088e+01 1.621670e+00 7.207137e-05 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 1.979315e-03 0.000000e+00 energy 2.301375e+01 1.559552e-04 2.301375e-01 displacement 6.684088e+01 4.884444e-01 7.458887e-05 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 2.393645e-03 0.000000e+00 energy 2.301375e+01 2.440955e-04 2.301375e-01 displacement 6.684088e+01 3.821328e-01 7.790857e-05 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 1.393200e-03 0.000000e+00 energy 2.301375e+01 7.704989e-05 2.301375e-01 displacement 6.684088e+01 1.671224e-01 8.124525e-05 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 5.786007e-04 0.000000e+00 energy 2.301375e+01 1.229244e-05 2.301375e-01 displacement 6.684088e+01 9.819725e-02 8.343660e-05 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 4.340303e-04 0.000000e+00 energy 2.301375e+01 8.019332e-05 2.301375e-01 displacement 6.684088e+01 1.098862e-02 8.380282e-05 9 Nonlinear solution status: time= 1.74 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 2.213559e-04 0.000000e+00 energy 2.301375e+01 4.145238e-05 2.301375e-01 displacement 6.684088e+01 3.658845e-02 8.213096e-05 10 Nonlinear solution status: time= 1.74 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 1.417125e-04 0.000000e+00 energy 2.301375e+01 6.738880e-05 2.301375e-01 displacement 6.684088e+01 8.986936e-02 8.001808e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230539 11 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 3.504109e-06 0.000000e+00 energy 2.301375e+01 1.072176e-06 2.301375e-01 displacement 6.684088e+01 1.873011e-03 8.044487e-05 12 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 6.330384e-07 0.000000e+00 energy 2.301375e+01 5.261865e-07 2.301375e-01 displacement 6.684088e+01 3.552492e-04 8.059581e-05 13 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 3.720587e-08 0.000000e+00 energy 2.301375e+01 1.243160e-08 2.301375e-01 displacement 6.684088e+01 3.220361e-04 8.073416e-05 14 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812703e+02 8.194591e-09 0.000000e+00 energy 2.301375e+01 1.137197e-10 2.301375e-01 displacement 6.684088e+01 5.639732e-06 8.075004e-05 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 66 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230539 1 Nonlinear solution status: time= 1.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 1.756000e-02 0.000000e+00 energy 2.360393e+01 3.412724e-02 2.360393e-01 displacement 6.676868e+01 6.676868e+01 6.676868e-05 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 5.714235e-03 0.000000e+00 energy 2.360393e+01 5.532184e-05 2.360393e-01 displacement 6.676868e+01 1.352857e+00 7.047407e-05 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 2.094454e-03 0.000000e+00 energy 2.360393e+01 9.020469e-05 2.360393e-01 displacement 6.676868e+01 8.918241e-01 7.282681e-05 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 4.405882e-04 0.000000e+00 energy 2.360393e+01 2.136092e-04 2.360393e-01 displacement 6.676868e+01 2.623180e-02 7.286316e-05 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 3.174761e-04 0.000000e+00 energy 2.360393e+01 1.079925e-04 2.360393e-01 displacement 6.676868e+01 6.141305e-03 7.284482e-05 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 1.881237e-04 0.000000e+00 energy 2.360393e+01 4.881522e-05 2.360393e-01 displacement 6.676868e+01 1.559512e-03 7.308471e-05 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 1.788601e-04 0.000000e+00 energy 2.360393e+01 6.220449e-05 2.360393e-01 displacement 6.676868e+01 2.558318e-03 7.320543e-05 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 2.979395e-05 0.000000e+00 energy 2.360393e+01 1.407923e-05 2.360393e-01 displacement 6.676868e+01 5.360440e-04 7.317648e-05 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.565399 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 2.169500e-05 0.000000e+00 energy 2.360393e+01 5.088109e-07 2.360393e-01 displacement 6.676868e+01 2.032738e-04 7.317273e-05 10 Nonlinear solution status: time= 1.75 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 1.330037e-05 0.000000e+00 energy 2.360393e+01 6.209925e-06 2.360393e-01 displacement 6.676868e+01 1.351466e-04 7.316290e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230485 11 Nonlinear solution status: time= 1.75 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.889100e+02 2.023313e-06 0.000000e+00 energy 2.360393e+01 8.376252e-07 2.360393e-01 displacement 6.676868e+01 3.291168e-05 7.315926e-05 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 67 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230485 1 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 3.508341e-02 0.000000e+00 energy 2.435093e+01 5.288779e-02 2.435093e-01 displacement 6.732640e+01 6.732640e+01 6.732640e-05 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.418021 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 2.049069e-01 0.000000e+00 energy 2.435093e+01 3.187129e-02 2.435093e-01 displacement 6.732640e+01 1.507858e+00 7.641958e-05 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 4.018810e-02 0.000000e+00 energy 2.435093e+01 3.221043e-03 2.435093e-01 displacement 6.732640e+01 5.524373e-01 7.521312e-05 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 1.900443e-02 0.000000e+00 energy 2.435093e+01 1.325780e-03 2.435093e-01 displacement 6.732640e+01 2.001498e+00 7.342748e-05 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 7.123395e-03 0.000000e+00 energy 2.435093e+01 2.170717e-03 2.435093e-01 displacement 6.732640e+01 6.547760e-01 7.466958e-05 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.045297 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 7.214155e-03 0.000000e+00 energy 2.435093e+01 1.395233e-04 2.435093e-01 displacement 6.732640e+01 5.182082e-03 7.491491e-05 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 3.646435e-02 0.000000e+00 energy 2.435093e+01 4.237518e-03 2.435093e-01 displacement 6.732640e+01 1.083231e-01 7.705901e-05 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 7.518559e-04 0.000000e+00 energy 2.435093e+01 3.500846e-04 2.435093e-01 displacement 6.732640e+01 4.284678e-02 7.640539e-05 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 1.064792e-03 0.000000e+00 energy 2.435093e+01 1.016725e-04 2.435093e-01 displacement 6.732640e+01 9.882062e-03 7.566338e-05 10 Nonlinear solution status: time= 1.76 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.458677 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 1.519208e-03 0.000000e+00 energy 2.435093e+01 5.483731e-05 2.435093e-01 displacement 6.732640e+01 4.277726e-03 7.548299e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230539 11 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.322618 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 6.992483e-04 0.000000e+00 energy 2.435093e+01 7.350754e-05 2.435093e-01 displacement 6.732640e+01 1.447496e-03 7.541961e-05 12 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.313652 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 3.019909e-04 0.000000e+00 energy 2.435093e+01 1.678945e-05 2.435093e-01 displacement 6.732640e+01 4.541982e-04 7.543874e-05 13 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.490198 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 8.497130e-06 0.000000e+00 energy 2.435093e+01 1.265941e-05 2.435093e-01 displacement 6.732640e+01 6.526198e-04 7.554149e-05 14 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.326334 convergence norms : INITIAL CURRENT REQUIRED residual 1.990410e+02 1.453557e-05 0.000000e+00 energy 2.435093e+01 3.894600e-06 2.435093e-01 displacement 6.732640e+01 4.164440e-05 7.558665e-05 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230539 1 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 2.286927e-02 0.000000e+00 energy 2.491228e+01 4.143050e-02 2.491228e-01 displacement 6.840589e+01 6.840589e+01 6.840589e-05 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 6.413945e-03 0.000000e+00 energy 2.491228e+01 1.633916e-03 2.491228e-01 displacement 6.840589e+01 1.176016e+00 7.327133e-05 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 3.200462e-03 0.000000e+00 energy 2.491228e+01 8.527168e-04 2.491228e-01 displacement 6.840589e+01 6.317245e-01 7.373332e-05 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.578983 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 9.640836e-04 0.000000e+00 energy 2.491228e+01 1.297925e-04 2.491228e-01 displacement 6.840589e+01 6.400175e-02 7.350299e-05 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.527371 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 2.952490e-04 0.000000e+00 energy 2.491228e+01 2.926068e-05 2.491228e-01 displacement 6.840589e+01 1.158466e-02 7.368844e-05 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 1.484389e-04 0.000000e+00 energy 2.491228e+01 3.480995e-05 2.491228e-01 displacement 6.840589e+01 5.955703e-03 7.403742e-05 7 Nonlinear solution status: time= 1.77 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 1.134967e-04 0.000000e+00 energy 2.491228e+01 3.209098e-05 2.491228e-01 displacement 6.840589e+01 2.793028e-03 7.425875e-05 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 3.965875e-05 0.000000e+00 energy 2.491228e+01 1.430451e-05 2.491228e-01 displacement 6.840589e+01 1.794878e-03 7.443817e-05 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 3.532414e-05 0.000000e+00 energy 2.491228e+01 1.705881e-05 2.491228e-01 displacement 6.840589e+01 2.087740e-04 7.440137e-05 10 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 1.592468e-05 0.000000e+00 energy 2.491228e+01 5.250163e-06 2.491228e-01 displacement 6.840589e+01 3.441478e-04 7.429121e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230629 11 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 3.364608e-07 0.000000e+00 energy 2.491228e+01 2.600117e-07 2.491228e-01 displacement 6.840589e+01 1.019382e-04 7.428605e-05 12 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.049664e+02 1.162005e-07 0.000000e+00 energy 2.491228e+01 6.028873e-08 2.491228e-01 displacement 6.840589e+01 2.363749e-05 7.429428e-05 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230629 1 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 1.590689e-02 0.000000e+00 energy 2.499153e+01 3.461372e-02 2.499153e-01 displacement 6.892351e+01 6.892351e+01 6.892351e-05 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 6.040910e-03 0.000000e+00 energy 2.499153e+01 3.410870e-04 2.499153e-01 displacement 6.892351e+01 1.843717e+00 7.351340e-05 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 3.749302e-03 0.000000e+00 energy 2.499153e+01 9.193648e-04 2.499153e-01 displacement 6.892351e+01 1.213506e+00 7.610365e-05 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 1.863787e-03 0.000000e+00 energy 2.499153e+01 7.053987e-04 2.499153e-01 displacement 6.892351e+01 5.268982e-01 7.891216e-05 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 2.842040e-04 0.000000e+00 energy 2.499153e+01 1.037200e-04 2.499153e-01 displacement 6.892351e+01 2.955232e-02 7.837877e-05 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 1.309188e-04 0.000000e+00 energy 2.499153e+01 4.298021e-06 2.499153e-01 displacement 6.892351e+01 1.682076e-03 7.852934e-05 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.610137 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 5.918992e-05 0.000000e+00 energy 2.499153e+01 2.858528e-06 2.499153e-01 displacement 6.892351e+01 1.708092e-03 7.866638e-05 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 5.772937e-05 0.000000e+00 energy 2.499153e+01 1.384102e-05 2.499153e-01 displacement 6.892351e+01 3.080280e-03 7.891139e-05 9 Nonlinear solution status: time= 1.78 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 3.857316e-05 0.000000e+00 energy 2.499153e+01 1.010047e-05 2.499153e-01 displacement 6.892351e+01 5.387709e-04 7.900640e-05 10 Nonlinear solution status: time= 1.78 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 3.223469e-05 0.000000e+00 energy 2.499153e+01 2.996313e-06 2.499153e-01 displacement 6.892351e+01 3.243583e-03 7.867338e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 11 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 2.549343e-06 0.000000e+00 energy 2.499153e+01 1.873182e-07 2.499153e-01 displacement 6.892351e+01 1.706271e-03 7.842609e-05 12 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 7.344325e-07 0.000000e+00 energy 2.499153e+01 6.100810e-07 2.499153e-01 displacement 6.892351e+01 4.315925e-04 7.831146e-05 13 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 4.122431e-07 0.000000e+00 energy 2.499153e+01 6.540843e-07 2.499153e-01 displacement 6.892351e+01 3.931495e-04 7.818540e-05 14 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.048255e+02 4.704896e-08 0.000000e+00 energy 2.499153e+01 7.549892e-08 2.499153e-01 displacement 6.892351e+01 2.918281e-06 7.819408e-05 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 1 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 2.261305e-02 0.000000e+00 energy 2.525154e+01 3.030425e-02 2.525154e-01 displacement 6.946906e+01 6.946906e+01 6.946906e-05 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 1.948883e-02 0.000000e+00 energy 2.525154e+01 1.248097e-02 2.525154e-01 displacement 6.946906e+01 1.511723e+00 7.589480e-05 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 4.848365e-03 0.000000e+00 energy 2.525154e+01 3.146582e-03 2.525154e-01 displacement 6.946906e+01 2.522907e-01 7.381599e-05 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 3.281978e-03 0.000000e+00 energy 2.525154e+01 3.099232e-04 2.525154e-01 displacement 6.946906e+01 1.110794e+00 7.503194e-05 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.372296 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 2.160207e-03 0.000000e+00 energy 2.525154e+01 4.194329e-05 2.525154e-01 displacement 6.946906e+01 1.789903e-02 7.573705e-05 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.579185 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 1.498637e-03 0.000000e+00 energy 2.525154e+01 3.843285e-04 2.525154e-01 displacement 6.946906e+01 5.383551e-02 7.757376e-05 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 1.982989e-03 0.000000e+00 energy 2.525154e+01 4.672925e-04 2.525154e-01 displacement 6.946906e+01 2.940135e-02 7.894328e-05 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 2.825853e-04 0.000000e+00 energy 2.525154e+01 1.553611e-04 2.525154e-01 displacement 6.946906e+01 1.732156e-02 7.876929e-05 9 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.392976 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 2.193420e-04 0.000000e+00 energy 2.525154e+01 3.268011e-06 2.525154e-01 displacement 6.946906e+01 3.370925e-03 7.883477e-05 10 Nonlinear solution status: time= 1.79 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.487673 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 1.001116e-04 0.000000e+00 energy 2.525154e+01 2.450661e-06 2.525154e-01 displacement 6.946906e+01 1.287566e-03 7.893964e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230593 11 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 7.902378e-06 0.000000e+00 energy 2.525154e+01 2.823599e-06 2.525154e-01 displacement 6.946906e+01 1.879105e-03 7.925097e-05 12 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 3.477612e-06 0.000000e+00 energy 2.525154e+01 1.829337e-06 2.525154e-01 displacement 6.946906e+01 1.122785e-03 7.943149e-05 13 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 3.138862e-07 0.000000e+00 energy 2.525154e+01 1.292689e-07 2.525154e-01 displacement 6.946906e+01 1.232803e-03 7.961080e-05 14 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.093709e+02 1.773588e-08 0.000000e+00 energy 2.525154e+01 2.279327e-08 2.525154e-01 displacement 6.946906e+01 7.792113e-06 7.959977e-05 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230593 1 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 2.228149e-02 0.000000e+00 energy 2.558073e+01 2.336208e-02 2.558073e-01 displacement 7.019061e+01 7.019061e+01 7.019061e-05 2 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 4.357117e-03 0.000000e+00 energy 2.558073e+01 1.301853e-03 2.558073e-01 displacement 7.019061e+01 7.964387e-01 7.238252e-05 3 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 2.861138e-03 0.000000e+00 energy 2.558073e+01 6.918132e-04 2.558073e-01 displacement 7.019061e+01 1.599369e+00 7.577180e-05 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 3.457378e-04 0.000000e+00 energy 2.558073e+01 1.233775e-04 2.558073e-01 displacement 7.019061e+01 8.386626e-03 7.588364e-05 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 2.164227e-04 0.000000e+00 energy 2.558073e+01 7.006747e-05 2.558073e-01 displacement 7.019061e+01 6.833807e-03 7.622333e-05 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 1.026628e-04 0.000000e+00 energy 2.558073e+01 2.784186e-05 2.558073e-01 displacement 7.019061e+01 5.466633e-03 7.663115e-05 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 7.913988e-05 0.000000e+00 energy 2.558073e+01 2.835334e-05 2.558073e-01 displacement 7.019061e+01 2.965862e-03 7.682529e-05 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 2.322556e-05 0.000000e+00 energy 2.558073e+01 3.228050e-06 2.558073e-01 displacement 7.019061e+01 2.890894e-04 7.675277e-05 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 9.107087e-06 0.000000e+00 energy 2.558073e+01 3.483517e-06 2.558073e-01 displacement 7.019061e+01 3.433178e-04 7.673670e-05 10 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155427e+02 3.880611e-06 0.000000e+00 energy 2.558073e+01 1.434539e-06 2.558073e-01 displacement 7.019061e+01 4.267731e-05 7.670078e-05 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 1 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 2.178279e-02 0.000000e+00 energy 2.573770e+01 2.920008e-02 2.573770e-01 displacement 7.061762e+01 7.061762e+01 7.061762e-05 2 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 5.719730e-03 0.000000e+00 energy 2.573770e+01 3.525500e-04 2.573770e-01 displacement 7.061762e+01 1.004803e+00 7.344514e-05 3 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 3.880500e-03 0.000000e+00 energy 2.573770e+01 5.062786e-04 2.573770e-01 displacement 7.061762e+01 6.724331e-01 7.485866e-05 4 Nonlinear solution status: time= 1.81 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 7.060250e-04 0.000000e+00 energy 2.573770e+01 9.514423e-05 2.573770e-01 displacement 7.061762e+01 1.789009e-01 7.538224e-05 5 Nonlinear solution status: time= 1.81 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 4.835000e-04 0.000000e+00 energy 2.573770e+01 5.139061e-05 2.573770e-01 displacement 7.061762e+01 2.573081e-02 7.597254e-05 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 1.962188e-04 0.000000e+00 energy 2.573770e+01 1.559960e-05 2.573770e-01 displacement 7.061762e+01 4.197549e-03 7.609099e-05 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 1.273724e-04 0.000000e+00 energy 2.573770e+01 1.201000e-05 2.573770e-01 displacement 7.061762e+01 6.033880e-03 7.593470e-05 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 5.728648e-05 0.000000e+00 energy 2.573770e+01 7.424501e-06 2.573770e-01 displacement 7.061762e+01 2.381557e-03 7.571544e-05 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 4.392665e-05 0.000000e+00 energy 2.573770e+01 1.096221e-05 2.573770e-01 displacement 7.061762e+01 1.067645e-03 7.554494e-05 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 1.532767e-05 0.000000e+00 energy 2.573770e+01 4.481176e-06 2.573770e-01 displacement 7.061762e+01 6.040222e-04 7.563639e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230557 11 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 1.701237e-06 0.000000e+00 energy 2.573770e+01 1.801755e-07 2.573770e-01 displacement 7.061762e+01 3.093034e-04 7.567566e-05 12 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 8.389191e-07 0.000000e+00 energy 2.573770e+01 2.082504e-07 2.573770e-01 displacement 7.061762e+01 7.779119e-05 7.568227e-05 13 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.154030e+02 1.965561e-07 0.000000e+00 energy 2.573770e+01 1.174335e-07 2.573770e-01 displacement 7.061762e+01 7.251092e-05 7.568577e-05 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230557 1 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 1.782539e-02 0.000000e+00 energy 2.616705e+01 6.402897e-03 2.616705e-01 displacement 7.037243e+01 7.037243e+01 7.037243e-05 2 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 4.321296e-03 0.000000e+00 energy 2.616705e+01 2.685735e-04 2.616705e-01 displacement 7.037243e+01 7.092431e-01 7.309807e-05 3 Nonlinear solution status: time= 1.82 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 4.217664e-03 0.000000e+00 energy 2.616705e+01 5.899315e-05 2.616705e-01 displacement 7.037243e+01 1.017196e+00 7.414991e-05 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.563118 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 1.590947e-03 0.000000e+00 energy 2.616705e+01 4.422318e-05 2.616705e-01 displacement 7.037243e+01 1.213495e-01 7.484869e-05 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.618861 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 9.362928e-04 0.000000e+00 energy 2.616705e+01 1.085227e-04 2.616705e-01 displacement 7.037243e+01 7.438660e-02 7.609364e-05 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 1.186500e-03 0.000000e+00 energy 2.616705e+01 2.451081e-04 2.616705e-01 displacement 7.037243e+01 8.916659e-02 7.788524e-05 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 2.164839e-04 0.000000e+00 energy 2.616705e+01 5.557926e-05 2.616705e-01 displacement 7.037243e+01 5.802610e-03 7.775105e-05 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.619783 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 1.017840e-04 0.000000e+00 energy 2.616705e+01 1.659324e-05 2.616705e-01 displacement 7.037243e+01 1.346162e-03 7.770166e-05 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 3.533322e-05 0.000000e+00 energy 2.616705e+01 8.975867e-06 2.616705e-01 displacement 7.037243e+01 3.677784e-04 7.758695e-05 10 Nonlinear solution status: time= 1.82 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 7.837966e-05 0.000000e+00 energy 2.616705e+01 1.608758e-05 2.616705e-01 displacement 7.037243e+01 8.189242e-04 7.767754e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230593 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.580798 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 1.364594e-05 0.000000e+00 energy 2.616705e+01 4.817547e-07 2.616705e-01 displacement 7.037243e+01 1.212375e-04 7.764242e-05 12 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 6.911179e-06 0.000000e+00 energy 2.616705e+01 3.186606e-06 2.616705e-01 displacement 7.037243e+01 1.429389e-04 7.775819e-05 13 Nonlinear solution status: time= 1.82 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.205573e+02 1.154751e-07 0.000000e+00 energy 2.616705e+01 1.747852e-07 2.616705e-01 displacement 7.037243e+01 1.366211e-05 7.771875e-05 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230593 1 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 2.227819e-02 0.000000e+00 energy 2.641709e+01 5.597953e-04 2.641709e-01 displacement 7.136033e+01 7.136033e+01 7.136033e-05 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 7.037389e-03 0.000000e+00 energy 2.641709e+01 2.520769e-04 2.641709e-01 displacement 7.136033e+01 1.026316e+00 7.433501e-05 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 4.028772e-03 0.000000e+00 energy 2.641709e+01 1.460338e-04 2.641709e-01 displacement 7.136033e+01 6.875188e-01 7.513284e-05 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.743284e-03 0.000000e+00 energy 2.641709e+01 6.992384e-04 2.641709e-01 displacement 7.136033e+01 1.126217e-01 7.534087e-05 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.932178e-03 0.000000e+00 energy 2.641709e+01 4.554947e-04 2.641709e-01 displacement 7.136033e+01 3.697106e-02 7.618974e-05 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.793081e-04 0.000000e+00 energy 2.641709e+01 2.175068e-05 2.641709e-01 displacement 7.136033e+01 7.637490e-03 7.639452e-05 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.475234e-04 0.000000e+00 energy 2.641709e+01 2.249754e-05 2.641709e-01 displacement 7.136033e+01 1.742877e-02 7.686329e-05 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.204569e-05 0.000000e+00 energy 2.641709e+01 1.838094e-06 2.641709e-01 displacement 7.136033e+01 8.283885e-04 7.682653e-05 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 5.049800e-06 0.000000e+00 energy 2.641709e+01 7.784984e-07 2.641709e-01 displacement 7.136033e+01 3.930184e-04 7.685883e-05 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.717773e-06 0.000000e+00 energy 2.641709e+01 4.307781e-07 2.641709e-01 displacement 7.136033e+01 6.081823e-04 7.693667e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 1.943764e-07 0.000000e+00 energy 2.641709e+01 1.014937e-07 2.641709e-01 displacement 7.136033e+01 9.033872e-05 7.696941e-05 12 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 6.862410e-08 0.000000e+00 energy 2.641709e+01 1.935375e-08 2.641709e-01 displacement 7.136033e+01 7.883763e-05 7.700051e-05 13 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.224748e+02 5.188017e-09 0.000000e+00 energy 2.641709e+01 4.137004e-09 2.641709e-01 displacement 7.136033e+01 1.053213e-05 7.701151e-05 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 1 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 2.217590e-02 0.000000e+00 energy 2.668754e+01 1.105498e-03 2.668754e-01 displacement 7.147291e+01 7.147291e+01 7.147291e-05 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 4.520829e-03 0.000000e+00 energy 2.668754e+01 1.602665e-03 2.668754e-01 displacement 7.147291e+01 1.046599e+00 7.288512e-05 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 3.368147e-03 0.000000e+00 energy 2.668754e+01 5.326986e-04 2.668754e-01 displacement 7.147291e+01 1.152502e+00 7.451866e-05 4 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 1.080097e-03 0.000000e+00 energy 2.668754e+01 1.750093e-04 2.668754e-01 displacement 7.147291e+01 2.680117e-01 7.668274e-05 5 Nonlinear solution status: time= 1.84 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 2.710323e-04 0.000000e+00 energy 2.668754e+01 1.508926e-05 2.668754e-01 displacement 7.147291e+01 3.742706e-02 7.767768e-05 6 Nonlinear solution status: time= 1.84 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 3.415966e-04 0.000000e+00 energy 2.668754e+01 3.663661e-05 2.668754e-01 displacement 7.147291e+01 7.703208e-02 7.905608e-05 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 1.974374e-04 0.000000e+00 energy 2.668754e+01 5.680124e-06 2.668754e-01 displacement 7.147291e+01 4.998334e-02 8.024862e-05 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 1.614194e-04 0.000000e+00 energy 2.668754e+01 2.324426e-05 2.668754e-01 displacement 7.147291e+01 6.244927e-02 8.176294e-05 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 4.242863e-05 0.000000e+00 energy 2.668754e+01 1.102320e-05 2.668754e-01 displacement 7.147291e+01 1.006358e-03 8.179092e-05 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 2.721606e-05 0.000000e+00 energy 2.668754e+01 9.204808e-06 2.668754e-01 displacement 7.147291e+01 2.034774e-03 8.150592e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 11 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 5.476274e-07 0.000000e+00 energy 2.668754e+01 9.127594e-08 2.668754e-01 displacement 7.147291e+01 1.469215e-04 8.157328e-05 12 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.284129e+02 1.576943e-07 0.000000e+00 energy 2.668754e+01 1.536348e-07 2.668754e-01 displacement 7.147291e+01 3.638184e-05 8.160625e-05 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230611 1 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 1.531784e-02 0.000000e+00 energy 2.703416e+01 1.142355e-02 2.703416e-01 displacement 7.178728e+01 7.178728e+01 7.178728e-05 2 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 6.802929e-03 0.000000e+00 energy 2.703416e+01 3.406730e-03 2.703416e-01 displacement 7.178728e+01 2.491783e+00 7.434721e-05 3 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 2.177372e-02 0.000000e+00 energy 2.703416e+01 2.385763e-03 2.703416e-01 displacement 7.178728e+01 1.350583e+01 9.886691e-05 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 6.164309e-03 0.000000e+00 energy 2.703416e+01 1.974602e-04 2.703416e-01 displacement 7.178728e+01 1.249529e-01 1.019538e-04 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.503458 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 9.910315e-03 0.000000e+00 energy 2.703416e+01 2.310921e-03 2.703416e-01 displacement 7.178728e+01 3.291682e-01 1.092627e-04 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 2.923764e-03 0.000000e+00 energy 2.703416e+01 1.069339e-04 2.703416e-01 displacement 7.178728e+01 1.056633e-01 1.113583e-04 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 3.068196e-03 0.000000e+00 energy 2.703416e+01 6.651636e-04 2.703416e-01 displacement 7.178728e+01 1.737758e-01 1.157059e-04 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 3.623537e-04 0.000000e+00 energy 2.703416e+01 2.483424e-05 2.703416e-01 displacement 7.178728e+01 6.684767e-02 1.125351e-04 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.572512 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 2.292297e-04 0.000000e+00 energy 2.703416e+01 2.502394e-05 2.703416e-01 displacement 7.178728e+01 1.626280e-02 1.108931e-04 10 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 1.835369e-04 0.000000e+00 energy 2.703416e+01 3.929110e-05 2.703416e-01 displacement 7.178728e+01 1.080661e-02 1.121850e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230665 11 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 2.462359e-06 0.000000e+00 energy 2.703416e+01 7.262808e-07 2.703416e-01 displacement 7.178728e+01 6.506180e-04 1.123502e-04 12 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 4.299903e-07 0.000000e+00 energy 2.703416e+01 2.166947e-07 2.703416e-01 displacement 7.178728e+01 1.444381e-04 1.125022e-04 13 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.338966e+02 2.338508e-07 0.000000e+00 energy 2.703416e+01 2.984839e-08 2.703416e-01 displacement 7.178728e+01 1.109184e-04 1.126376e-04 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230665 1 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 1.940863e-02 0.000000e+00 energy 2.723647e+01 1.328686e-02 2.723647e-01 displacement 7.190802e+01 7.190802e+01 7.190802e-05 2 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 5.901019e-03 0.000000e+00 energy 2.723647e+01 1.867103e-03 2.723647e-01 displacement 7.190802e+01 1.386269e+00 7.369194e-05 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 9.745166e-03 0.000000e+00 energy 2.723647e+01 1.275888e-03 2.723647e-01 displacement 7.190802e+01 2.240208e+00 7.712628e-05 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 1.537226e-03 0.000000e+00 energy 2.723647e+01 2.882280e-04 2.723647e-01 displacement 7.190802e+01 1.558596e-01 7.955757e-05 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 7.006508e-04 0.000000e+00 energy 2.723647e+01 1.749608e-04 2.723647e-01 displacement 7.190802e+01 1.428636e-02 7.962323e-05 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 2.282463e-04 0.000000e+00 energy 2.723647e+01 7.088209e-06 2.723647e-01 displacement 7.190802e+01 3.059948e-02 8.049001e-05 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 3.025728e-04 0.000000e+00 energy 2.723647e+01 4.141375e-05 2.723647e-01 displacement 7.190802e+01 4.151139e-02 8.155364e-05 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 7.636803e-05 0.000000e+00 energy 2.723647e+01 1.543256e-05 2.723647e-01 displacement 7.190802e+01 7.012482e-03 8.205846e-05 9 Nonlinear solution status: time= 1.86 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 4.350953e-05 0.000000e+00 energy 2.723647e+01 1.815435e-05 2.723647e-01 displacement 7.190802e+01 3.887783e-03 8.184588e-05 10 Nonlinear solution status: time= 1.86 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 2.631042e-05 0.000000e+00 energy 2.723647e+01 1.038313e-05 2.723647e-01 displacement 7.190802e+01 2.396129e-04 8.179582e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230683 11 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 6.940141e-06 0.000000e+00 energy 2.723647e+01 3.960263e-06 2.723647e-01 displacement 7.190802e+01 5.971682e-04 8.187977e-05 12 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370624e+02 5.486360e-06 0.000000e+00 energy 2.723647e+01 2.407566e-06 2.723647e-01 displacement 7.190802e+01 6.772685e-05 8.194020e-05 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230683 1 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 3.445270e-02 0.000000e+00 energy 2.750617e+01 4.969190e-03 2.750617e-01 displacement 7.186946e+01 7.186946e+01 7.186946e-05 2 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 7.896200e-03 0.000000e+00 energy 2.750617e+01 9.796633e-04 2.750617e-01 displacement 7.186946e+01 8.007495e-01 7.395985e-05 3 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 4.069998e-03 0.000000e+00 energy 2.750617e+01 1.054687e-03 2.750617e-01 displacement 7.186946e+01 1.210098e+00 7.535162e-05 4 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.594976 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 2.270391e-03 0.000000e+00 energy 2.750617e+01 3.103295e-04 2.750617e-01 displacement 7.186946e+01 7.007744e-01 7.812818e-05 5 Nonlinear solution status: time= 1.87 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 1.537714e-03 0.000000e+00 energy 2.750617e+01 2.147634e-04 2.750617e-01 displacement 7.186946e+01 6.600991e-01 8.292993e-05 6 Nonlinear solution status: time= 1.87 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 1.765348e-03 0.000000e+00 energy 2.750617e+01 2.048671e-04 2.750617e-01 displacement 7.186946e+01 2.561908e-01 8.690440e-05 7 Nonlinear solution status: time= 1.87 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 3.583300e-04 0.000000e+00 energy 2.750617e+01 9.049379e-05 2.750617e-01 displacement 7.186946e+01 2.647919e-02 8.589541e-05 8 Nonlinear solution status: time= 1.87 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 2.426719e-04 0.000000e+00 energy 2.750617e+01 4.300364e-05 2.750617e-01 displacement 7.186946e+01 3.551657e-02 8.447503e-05 9 Nonlinear solution status: time= 1.87 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 1.735018e-04 0.000000e+00 energy 2.750617e+01 2.900410e-05 2.750617e-01 displacement 7.186946e+01 8.293906e-03 8.378791e-05 10 Nonlinear solution status: time= 1.87 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 7.108452e-05 0.000000e+00 energy 2.750617e+01 2.280332e-06 2.750617e-01 displacement 7.186946e+01 2.012133e-02 8.473989e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230737 11 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 3.591405e-05 0.000000e+00 energy 2.750617e+01 1.098081e-05 2.750617e-01 displacement 7.186946e+01 4.623508e-04 8.480389e-05 12 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 5.644483e-05 0.000000e+00 energy 2.750617e+01 1.481268e-05 2.750617e-01 displacement 7.186946e+01 1.078083e-03 8.497787e-05 13 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 3.113136e-06 0.000000e+00 energy 2.750617e+01 5.511856e-07 2.750617e-01 displacement 7.186946e+01 1.185465e-04 8.494805e-05 14 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.397153e+02 1.366353e-06 0.000000e+00 energy 2.750617e+01 7.416264e-07 2.750617e-01 displacement 7.186946e+01 3.887985e-05 8.497629e-05 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230737 1 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 2.571590e-02 0.000000e+00 energy 2.830371e+01 3.364544e-04 2.830371e-01 displacement 7.212173e+01 7.212173e+01 7.212173e-05 2 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 7.481152e-03 0.000000e+00 energy 2.830371e+01 7.739770e-04 2.830371e-01 displacement 7.212173e+01 1.141601e+00 7.386458e-05 3 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 8.127597e-03 0.000000e+00 energy 2.830371e+01 5.384955e-04 2.830371e-01 displacement 7.212173e+01 1.559197e+00 7.524760e-05 4 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 2.522110e-03 0.000000e+00 energy 2.830371e+01 1.869149e-04 2.830371e-01 displacement 7.212173e+01 2.583089e-01 7.681362e-05 5 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 2.986767e-03 0.000000e+00 energy 2.830371e+01 6.460727e-04 2.830371e-01 displacement 7.212173e+01 5.486006e-02 7.811505e-05 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 6.753503e-04 0.000000e+00 energy 2.830371e+01 8.886012e-05 2.830371e-01 displacement 7.212173e+01 9.413925e-03 7.823350e-05 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.598190 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 3.102808e-04 0.000000e+00 energy 2.830371e+01 5.815157e-05 2.830371e-01 displacement 7.212173e+01 7.469954e-03 7.857807e-05 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.613946 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 4.160641e-04 0.000000e+00 energy 2.830371e+01 4.253487e-05 2.830371e-01 displacement 7.212173e+01 3.227812e-03 7.864484e-05 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 1.379110e-04 0.000000e+00 energy 2.830371e+01 5.387304e-05 2.830371e-01 displacement 7.212173e+01 2.668764e-03 7.853745e-05 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.624867 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 1.287112e-04 0.000000e+00 energy 2.830371e+01 2.111459e-05 2.830371e-01 displacement 7.212173e+01 4.985917e-04 7.857940e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230737 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.552353 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 2.732302e-05 0.000000e+00 energy 2.830371e+01 1.698127e-06 2.830371e-01 displacement 7.212173e+01 1.984025e-04 7.855775e-05 12 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.611631 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 9.942886e-06 0.000000e+00 energy 2.830371e+01 4.122711e-06 2.830371e-01 displacement 7.212173e+01 2.716808e-04 7.857447e-05 13 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.541352e+02 7.097191e-07 0.000000e+00 energy 2.830371e+01 6.132580e-07 2.830371e-01 displacement 7.212173e+01 3.811402e-05 7.855454e-05 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230737 1 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.873827e-02 0.000000e+00 energy 2.851668e+01 7.419065e-03 2.851668e-01 displacement 7.303874e+01 7.303874e+01 7.303874e-05 2 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 4.558865e-03 0.000000e+00 energy 2.851668e+01 1.080534e-03 2.851668e-01 displacement 7.303874e+01 6.274352e-01 7.280444e-05 3 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 5.284812e-03 0.000000e+00 energy 2.851668e+01 1.879385e-04 2.851668e-01 displacement 7.303874e+01 1.813707e+00 7.350810e-05 4 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.375331e-03 0.000000e+00 energy 2.851668e+01 4.070025e-04 2.851668e-01 displacement 7.303874e+01 5.262405e-01 7.612109e-05 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.882422e-03 0.000000e+00 energy 2.851668e+01 3.076039e-04 2.851668e-01 displacement 7.303874e+01 1.019615e+00 8.189616e-05 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 8.906857e-04 0.000000e+00 energy 2.851668e+01 1.064850e-04 2.851668e-01 displacement 7.303874e+01 1.107576e-01 8.454499e-05 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 3.690961e-04 0.000000e+00 energy 2.851668e+01 8.586661e-06 2.851668e-01 displacement 7.303874e+01 3.240851e-03 8.452447e-05 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.764723e-04 0.000000e+00 energy 2.851668e+01 2.957935e-05 2.851668e-01 displacement 7.303874e+01 3.646851e-02 8.580009e-05 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.034678e-04 0.000000e+00 energy 2.851668e+01 2.159419e-05 2.851668e-01 displacement 7.303874e+01 4.056153e-02 8.731978e-05 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 4.062919e-05 0.000000e+00 energy 2.851668e+01 1.116871e-05 2.851668e-01 displacement 7.303874e+01 2.868844e-04 8.733542e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230827 11 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 2.009326e-06 0.000000e+00 energy 2.851668e+01 8.996532e-07 2.851668e-01 displacement 7.303874e+01 1.008790e-03 8.716802e-05 12 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.144205e-06 0.000000e+00 energy 2.851668e+01 7.306147e-07 2.851668e-01 displacement 7.303874e+01 5.668026e-04 8.699976e-05 13 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 4.260434e-07 0.000000e+00 energy 2.851668e+01 7.077825e-09 2.851668e-01 displacement 7.303874e+01 2.048719e-03 8.665170e-05 14 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567664e+02 1.132689e-07 0.000000e+00 energy 2.851668e+01 7.973670e-09 2.851668e-01 displacement 7.303874e+01 6.805434e-05 8.659168e-05 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230827 1 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 1.842414e-02 0.000000e+00 energy 2.909610e+01 4.390940e-03 2.909610e-01 displacement 7.348785e+01 7.348785e+01 7.348785e-05 2 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 5.070811e-03 0.000000e+00 energy 2.909610e+01 1.828572e-03 2.909610e-01 displacement 7.348785e+01 1.085209e+00 7.303313e-05 3 Nonlinear solution status: time= 1.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 7.212859e-03 0.000000e+00 energy 2.909610e+01 1.515195e-04 2.909610e-01 displacement 7.348785e+01 3.242341e+00 7.533068e-05 4 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 2.515292e-03 0.000000e+00 energy 2.909610e+01 4.418061e-04 2.909610e-01 displacement 7.348785e+01 7.248727e-01 7.936180e-05 5 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 5.111141e-03 0.000000e+00 energy 2.909610e+01 1.020013e-04 2.909610e-01 displacement 7.348785e+01 2.710632e+00 9.117657e-05 6 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 4.146240e-03 0.000000e+00 energy 2.909610e+01 7.019209e-06 2.909610e-01 displacement 7.348785e+01 7.525176e-01 9.965899e-05 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 1.761773e-03 0.000000e+00 energy 2.909610e+01 2.316523e-04 2.909610e-01 displacement 7.348785e+01 1.747650e-02 9.965732e-05 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 7.647230e-04 0.000000e+00 energy 2.909610e+01 1.200743e-05 2.909610e-01 displacement 7.348785e+01 4.931124e-02 9.745065e-05 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 2.795307e-04 0.000000e+00 energy 2.909610e+01 6.968764e-05 2.909610e-01 displacement 7.348785e+01 1.398812e-02 9.704387e-05 10 Nonlinear solution status: time= 1.9 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 5.008474e-04 0.000000e+00 energy 2.909610e+01 6.840975e-05 2.909610e-01 displacement 7.348785e+01 1.251999e-02 9.641583e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230845 11 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 3.829274e-05 0.000000e+00 energy 2.909610e+01 1.967042e-05 2.909610e-01 displacement 7.348785e+01 4.440483e-03 9.630797e-05 12 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 7.665604e-05 0.000000e+00 energy 2.909610e+01 7.118497e-06 2.909610e-01 displacement 7.348785e+01 3.168727e-03 9.604189e-05 13 Nonlinear solution status: time= 1.9 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 3.845812e-05 0.000000e+00 energy 2.909610e+01 8.048639e-06 2.909610e-01 displacement 7.348785e+01 3.281612e-03 9.549417e-05 14 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 8.996546e-06 0.000000e+00 energy 2.909610e+01 2.610352e-06 2.909610e-01 displacement 7.348785e+01 2.786831e-03 9.493453e-05 15 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 2.255397e-06 0.000000e+00 energy 2.909610e+01 7.916559e-07 2.909610e-01 displacement 7.348785e+01 1.059730e-04 9.495836e-05 16 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 8.528066e-07 0.000000e+00 energy 2.909610e+01 1.797609e-07 2.909610e-01 displacement 7.348785e+01 2.394886e-04 9.490977e-05 17 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.678048e+02 6.706286e-07 0.000000e+00 energy 2.909610e+01 5.536358e-08 2.909610e-01 displacement 7.348785e+01 8.803917e-05 9.485218e-05 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230845 1 Nonlinear solution status: time= 1.91 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 2.304453e-02 0.000000e+00 energy 2.939135e+01 1.664189e-02 2.939135e-01 displacement 7.361206e+01 7.361206e+01 7.361206e-05 2 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 4.172157e-03 0.000000e+00 energy 2.939135e+01 2.620642e-03 2.939135e-01 displacement 7.361206e+01 1.175536e+00 7.249211e-05 3 Nonlinear solution status: time= 1.91 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 5.074850e-03 0.000000e+00 energy 2.939135e+01 4.110029e-04 2.939135e-01 displacement 7.361206e+01 2.479434e+00 7.356357e-05 4 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 2.818277e-03 0.000000e+00 energy 2.939135e+01 7.075409e-04 2.939135e-01 displacement 7.361206e+01 6.812429e-01 7.721071e-05 5 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 1.023645e-03 0.000000e+00 energy 2.939135e+01 1.313243e-06 2.939135e-01 displacement 7.361206e+01 5.901288e-02 7.673176e-05 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 6.251111e-04 0.000000e+00 energy 2.939135e+01 1.990167e-04 2.939135e-01 displacement 7.361206e+01 1.105814e-02 7.725357e-05 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 2.198932e-04 0.000000e+00 energy 2.939135e+01 1.713777e-05 2.939135e-01 displacement 7.361206e+01 4.924827e-02 7.813564e-05 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.623488 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 6.205355e-05 0.000000e+00 energy 2.939135e+01 1.526316e-05 2.939135e-01 displacement 7.361206e+01 1.106609e-02 7.858998e-05 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 1.893064e-05 0.000000e+00 energy 2.939135e+01 8.606148e-07 2.939135e-01 displacement 7.361206e+01 8.093005e-04 7.877329e-05 10 Nonlinear solution status: time= 1.91 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 3.957186e-06 0.000000e+00 energy 2.939135e+01 7.048632e-08 2.939135e-01 displacement 7.361206e+01 2.934995e-04 7.873051e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230827 11 Nonlinear solution status: time= 1.91 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.703615e+02 5.511034e-07 0.000000e+00 energy 2.939135e+01 3.438438e-08 2.939135e-01 displacement 7.361206e+01 6.100695e-05 7.872911e-05 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230827 1 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 2.484299e-02 0.000000e+00 energy 2.945699e+01 1.717283e-02 2.945699e-01 displacement 7.304473e+01 7.304473e+01 7.304473e-05 2 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 6.195310e-03 0.000000e+00 energy 2.945699e+01 9.064618e-04 2.945699e-01 displacement 7.304473e+01 5.783307e-01 7.344112e-05 3 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 2.871347e-03 0.000000e+00 energy 2.945699e+01 7.785992e-04 2.945699e-01 displacement 7.304473e+01 7.635283e-01 7.212518e-05 4 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.572012 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 2.653751e-03 0.000000e+00 energy 2.945699e+01 7.164102e-05 2.945699e-01 displacement 7.304473e+01 4.229904e-01 7.244146e-05 5 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 1.284260e-03 0.000000e+00 energy 2.945699e+01 8.962169e-06 2.945699e-01 displacement 7.304473e+01 4.158137e-01 7.422264e-05 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 4.616365e-04 0.000000e+00 energy 2.945699e+01 2.851501e-05 2.945699e-01 displacement 7.304473e+01 4.745750e-02 7.549298e-05 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 2.062582e-04 0.000000e+00 energy 2.945699e+01 8.946214e-05 2.945699e-01 displacement 7.304473e+01 1.234484e-02 7.593457e-05 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 3.891384e-05 0.000000e+00 energy 2.945699e+01 1.576768e-05 2.945699e-01 displacement 7.304473e+01 1.018147e-02 7.533323e-05 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 1.312151e-05 0.000000e+00 energy 2.945699e+01 2.662270e-06 2.945699e-01 displacement 7.304473e+01 4.916006e-04 7.516521e-05 10 Nonlinear solution status: time= 1.92 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 5.178384e-06 0.000000e+00 energy 2.945699e+01 1.145789e-06 2.945699e-01 displacement 7.304473e+01 2.801911e-04 7.522677e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 11 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 1.051083e-06 0.000000e+00 energy 2.945699e+01 1.266790e-07 2.945699e-01 displacement 7.304473e+01 2.023784e-04 7.528181e-05 12 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 3.402182e-07 0.000000e+00 energy 2.945699e+01 1.189270e-07 2.945699e-01 displacement 7.304473e+01 9.341758e-05 7.532075e-05 13 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.724634e+02 1.199497e-07 0.000000e+00 energy 2.945699e+01 3.862723e-08 2.945699e-01 displacement 7.304473e+01 4.986980e-05 7.534928e-05 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 1 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 3.040867e-02 0.000000e+00 energy 2.958739e+01 6.917928e-03 2.958739e-01 displacement 7.286948e+01 7.286948e+01 7.286948e-05 2 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 6.710627e-03 0.000000e+00 energy 2.958739e+01 1.225570e-03 2.958739e-01 displacement 7.286948e+01 9.428853e-01 7.327026e-05 3 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 4.179195e-03 0.000000e+00 energy 2.958739e+01 5.382991e-04 2.958739e-01 displacement 7.286948e+01 1.803142e+00 7.361436e-05 4 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 4.999515e-03 0.000000e+00 energy 2.958739e+01 1.458348e-03 2.958739e-01 displacement 7.286948e+01 5.359031e-01 7.569514e-05 5 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 2.144811e-03 0.000000e+00 energy 2.958739e+01 5.075209e-04 2.958739e-01 displacement 7.286948e+01 1.929055e-02 7.638506e-05 6 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 5.836016e-04 0.000000e+00 energy 2.958739e+01 9.518058e-05 2.958739e-01 displacement 7.286948e+01 3.211639e-02 7.631209e-05 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 2.868142e-04 0.000000e+00 energy 2.958739e+01 5.379855e-05 2.958739e-01 displacement 7.286948e+01 1.916535e-02 7.651505e-05 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 4.033951e-04 0.000000e+00 energy 2.958739e+01 1.140282e-04 2.958739e-01 displacement 7.286948e+01 4.648135e-02 7.736239e-05 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 5.213721e-05 0.000000e+00 energy 2.958739e+01 2.388022e-05 2.958739e-01 displacement 7.286948e+01 6.762582e-03 7.710743e-05 10 Nonlinear solution status: time= 1.93 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 2.389583e-05 0.000000e+00 energy 2.958739e+01 1.030018e-05 2.958739e-01 displacement 7.286948e+01 5.285245e-04 7.704903e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 11 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 1.803472e-06 0.000000e+00 energy 2.958739e+01 1.249972e-07 2.958739e-01 displacement 7.286948e+01 5.446850e-04 7.713989e-05 12 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 4.248813e-07 0.000000e+00 energy 2.958739e+01 1.925241e-07 2.958739e-01 displacement 7.286948e+01 1.367762e-04 7.719916e-05 13 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 4.651671e-08 0.000000e+00 energy 2.958739e+01 1.475965e-08 2.958739e-01 displacement 7.286948e+01 9.593024e-05 7.725107e-05 14 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.746086e+02 6.641303e-09 0.000000e+00 energy 2.958739e+01 5.201873e-09 2.958739e-01 displacement 7.286948e+01 2.674498e-06 7.725908e-05 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 1 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.892088e-02 0.000000e+00 energy 2.958439e+01 9.360140e-03 2.958439e-01 displacement 7.337113e+01 7.337113e+01 7.337113e-05 2 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 1.100839e-02 0.000000e+00 energy 2.958439e+01 9.592530e-04 2.958439e-01 displacement 7.337113e+01 1.444506e+00 7.480228e-05 3 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 1.606361e-02 0.000000e+00 energy 2.958439e+01 2.917937e-04 2.958439e-01 displacement 7.337113e+01 2.953098e+00 7.631981e-05 4 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.799627e-03 0.000000e+00 energy 2.958439e+01 2.064520e-04 2.958439e-01 displacement 7.337113e+01 4.789848e-01 7.824432e-05 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 6.566888e-03 0.000000e+00 energy 2.958439e+01 1.442077e-03 2.958439e-01 displacement 7.337113e+01 5.753041e-01 8.245674e-05 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 4.738601e-03 0.000000e+00 energy 2.958439e+01 2.340488e-04 2.958439e-01 displacement 7.337113e+01 7.872758e-02 8.430309e-05 7 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.627849 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.507956e-03 0.000000e+00 energy 2.958439e+01 3.265409e-04 2.958439e-01 displacement 7.337113e+01 2.564466e-02 8.483444e-05 8 Nonlinear solution status: time= 1.94 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 7.238954e-04 0.000000e+00 energy 2.958439e+01 8.619956e-05 2.958439e-01 displacement 7.337113e+01 2.249959e-02 8.530236e-05 9 Nonlinear solution status: time= 1.94 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.600960 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.985040e-04 0.000000e+00 energy 2.958439e+01 2.282456e-05 2.958439e-01 displacement 7.337113e+01 3.682832e-02 8.634079e-05 10 Nonlinear solution status: time= 1.94 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.352727e-04 0.000000e+00 energy 2.958439e+01 1.996197e-05 2.958439e-01 displacement 7.337113e+01 2.724264e-02 8.754620e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230899 11 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 2.942088e-05 0.000000e+00 energy 2.958439e+01 2.268830e-06 2.958439e-01 displacement 7.337113e+01 4.834245e-03 8.758598e-05 12 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.032553e-05 0.000000e+00 energy 2.958439e+01 1.923861e-06 2.958439e-01 displacement 7.337113e+01 2.125561e-03 8.778619e-05 13 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.746997e-06 0.000000e+00 energy 2.958439e+01 1.905527e-06 2.958439e-01 displacement 7.337113e+01 1.653024e-03 8.798813e-05 14 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 1.033086e-06 0.000000e+00 energy 2.958439e+01 1.458540e-07 2.958439e-01 displacement 7.337113e+01 6.560334e-04 8.817772e-05 15 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 2.611388e-07 0.000000e+00 energy 2.958439e+01 1.469153e-07 2.958439e-01 displacement 7.337113e+01 1.299059e-04 8.826008e-05 16 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 3.366331e-08 0.000000e+00 energy 2.958439e+01 1.595567e-08 2.958439e-01 displacement 7.337113e+01 1.437112e-04 8.834290e-05 17 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.710104e+02 8.439013e-09 0.000000e+00 energy 2.958439e+01 2.346616e-09 2.958439e-01 displacement 7.337113e+01 4.796578e-06 8.835613e-05 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230899 1 Nonlinear solution status: time= 1.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 3.148869e-02 0.000000e+00 energy 3.028126e+01 9.095287e-03 3.028126e-01 displacement 7.366631e+01 7.366631e+01 7.366631e-05 2 Nonlinear solution status: time= 1.95 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 1.211862e-02 0.000000e+00 energy 3.028126e+01 9.646571e-05 3.028126e-01 displacement 7.366631e+01 1.300147e+00 7.447981e-05 3 Nonlinear solution status: time= 1.95 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 7.810889e-03 0.000000e+00 energy 3.028126e+01 1.028150e-03 3.028126e-01 displacement 7.366631e+01 1.762569e+00 7.513842e-05 4 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 7.015846e-03 0.000000e+00 energy 3.028126e+01 6.788187e-04 3.028126e-01 displacement 7.366631e+01 1.064375e+00 7.825705e-05 5 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 1.283266e-03 0.000000e+00 energy 3.028126e+01 1.664273e-05 3.028126e-01 displacement 7.366631e+01 3.332500e-02 7.885649e-05 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 7.783540e-04 0.000000e+00 energy 3.028126e+01 9.177755e-05 3.028126e-01 displacement 7.366631e+01 2.019448e-02 7.946891e-05 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 4.736966e-04 0.000000e+00 energy 3.028126e+01 9.563632e-05 3.028126e-01 displacement 7.366631e+01 4.580753e-03 7.989438e-05 8 Nonlinear solution status: time= 1.95 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 1.440943e-04 0.000000e+00 energy 3.028126e+01 4.913373e-06 3.028126e-01 displacement 7.366631e+01 3.047892e-03 7.989585e-05 9 Nonlinear solution status: time= 1.95 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 1.227800e-04 0.000000e+00 energy 3.028126e+01 3.459972e-05 3.028126e-01 displacement 7.366631e+01 1.890457e-03 7.969956e-05 10 Nonlinear solution status: time= 1.95 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 3.101639e-05 0.000000e+00 energy 3.028126e+01 7.873811e-08 3.028126e-01 displacement 7.366631e+01 6.016332e-04 7.980575e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230845 11 Nonlinear solution status: time= 1.95 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 9.171646e-06 0.000000e+00 energy 3.028126e+01 4.129780e-06 3.028126e-01 displacement 7.366631e+01 3.961037e-04 7.983003e-05 12 Nonlinear solution status: time= 1.95 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 1.247638e-05 0.000000e+00 energy 3.028126e+01 3.822533e-06 3.028126e-01 displacement 7.366631e+01 2.559358e-04 7.989116e-05 13 Nonlinear solution status: time= 1.95 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853321e+02 1.810659e-06 0.000000e+00 energy 3.028126e+01 3.157829e-07 3.028126e-01 displacement 7.366631e+01 3.854420e-05 7.989223e-05 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230845 1 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 2.653775e-02 0.000000e+00 energy 3.044193e+01 4.942086e-03 3.044193e-01 displacement 7.294279e+01 7.294279e+01 7.294279e-05 2 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 8.978008e-03 0.000000e+00 energy 3.044193e+01 1.132814e-04 3.044193e-01 displacement 7.294279e+01 8.063498e-01 7.378281e-05 3 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 5.116947e-03 0.000000e+00 energy 3.044193e+01 6.391044e-04 3.044193e-01 displacement 7.294279e+01 9.018049e-01 7.284560e-05 4 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 1.689027e-03 0.000000e+00 energy 3.044193e+01 3.530605e-04 3.044193e-01 displacement 7.294279e+01 3.320194e-01 7.312100e-05 5 Nonlinear solution status: time= 1.96 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 6.551298e-04 0.000000e+00 energy 3.044193e+01 1.256694e-04 3.044193e-01 displacement 7.294279e+01 3.519530e-02 7.352750e-05 6 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 2.868855e-04 0.000000e+00 energy 3.044193e+01 7.576001e-05 3.044193e-01 displacement 7.294279e+01 2.410507e-02 7.427484e-05 7 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 1.445345e-04 0.000000e+00 energy 3.044193e+01 4.003760e-05 3.044193e-01 displacement 7.294279e+01 2.679686e-02 7.459911e-05 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.599331 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 6.983129e-05 0.000000e+00 energy 3.044193e+01 7.893855e-06 3.044193e-01 displacement 7.294279e+01 1.584843e-02 7.472466e-05 9 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 5.059555e-05 0.000000e+00 energy 3.044193e+01 2.494792e-06 3.044193e-01 displacement 7.294279e+01 2.047580e-03 7.452317e-05 10 Nonlinear solution status: time= 1.96 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 1.957982e-05 0.000000e+00 energy 3.044193e+01 5.782497e-06 3.044193e-01 displacement 7.294279e+01 1.168479e-03 7.434573e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 11 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 9.516084e-07 0.000000e+00 energy 3.044193e+01 6.117987e-07 3.044193e-01 displacement 7.294279e+01 8.424071e-05 7.439761e-05 12 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.893923e+02 2.627960e-07 0.000000e+00 energy 3.044193e+01 1.632129e-07 3.044193e-01 displacement 7.294279e+01 3.303483e-05 7.441195e-05 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 1 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 2.614235e-02 0.000000e+00 energy 3.025538e+01 6.812230e-03 3.025538e-01 displacement 7.323321e+01 7.323321e+01 7.323321e-05 2 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 7.192604e-03 0.000000e+00 energy 3.025538e+01 8.837729e-04 3.025538e-01 displacement 7.323321e+01 7.411574e-01 7.384885e-05 3 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 4.313575e-03 0.000000e+00 energy 3.025538e+01 2.320542e-04 3.025538e-01 displacement 7.323321e+01 8.799316e-01 7.235681e-05 4 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 2.711313e-03 0.000000e+00 energy 3.025538e+01 4.939131e-04 3.025538e-01 displacement 7.323321e+01 1.697863e-01 7.212207e-05 5 Nonlinear solution status: time= 1.97 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 1.459952e-03 0.000000e+00 energy 3.025538e+01 1.231277e-04 3.025538e-01 displacement 7.323321e+01 1.112368e-01 7.316210e-05 6 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 1.016022e-03 0.000000e+00 energy 3.025538e+01 2.347508e-04 3.025538e-01 displacement 7.323321e+01 7.943290e-02 7.402924e-05 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 6.273511e-04 0.000000e+00 energy 3.025538e+01 1.597213e-04 3.025538e-01 displacement 7.323321e+01 7.412312e-03 7.435404e-05 8 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 2.449938e-04 0.000000e+00 energy 3.025538e+01 6.590391e-05 3.025538e-01 displacement 7.323321e+01 7.956372e-03 7.456300e-05 9 Nonlinear solution status: time= 1.97 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 6.002734e-05 0.000000e+00 energy 3.025538e+01 6.091006e-06 3.025538e-01 displacement 7.323321e+01 1.006039e-03 7.447908e-05 10 Nonlinear solution status: time= 1.97 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.603192 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 2.084617e-05 0.000000e+00 energy 3.025538e+01 3.267132e-06 3.025538e-01 displacement 7.323321e+01 5.483469e-04 7.455597e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 11 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 1.814873e-06 0.000000e+00 energy 3.025538e+01 9.158636e-08 3.025538e-01 displacement 7.323321e+01 4.137836e-04 7.463844e-05 12 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 5.297110e-07 0.000000e+00 energy 3.025538e+01 3.018671e-07 3.025538e-01 displacement 7.323321e+01 1.489311e-04 7.467352e-05 13 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 1.144976e-07 0.000000e+00 energy 3.025538e+01 2.640299e-08 3.025538e-01 displacement 7.323321e+01 2.008984e-04 7.470851e-05 14 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.872854e+02 2.191583e-08 0.000000e+00 energy 3.025538e+01 1.075238e-08 3.025538e-01 displacement 7.323321e+01 2.980734e-06 7.471185e-05 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230881 1 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 2.958885e-02 0.000000e+00 energy 3.002823e+01 1.417503e-02 3.002823e-01 displacement 7.313806e+01 7.313806e+01 7.313806e-05 2 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 8.167503e-03 0.000000e+00 energy 3.002823e+01 1.648351e-03 3.002823e-01 displacement 7.313806e+01 4.627099e-01 7.330475e-05 3 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 3.552791e-03 0.000000e+00 energy 3.002823e+01 6.721227e-04 3.002823e-01 displacement 7.313806e+01 6.582211e-01 7.176064e-05 4 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 2.954257e-03 0.000000e+00 energy 3.002823e+01 1.097012e-03 3.002823e-01 displacement 7.313806e+01 5.960858e-01 7.150523e-05 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 5.021141e-04 0.000000e+00 energy 3.002823e+01 3.198382e-06 3.002823e-01 displacement 7.313806e+01 2.911019e-02 7.210777e-05 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 4.132956e-04 0.000000e+00 energy 3.002823e+01 6.519528e-05 3.002823e-01 displacement 7.313806e+01 1.054067e-01 7.313851e-05 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 4.669517e-04 0.000000e+00 energy 3.002823e+01 4.533184e-05 3.002823e-01 displacement 7.313806e+01 3.060998e-01 7.521724e-05 8 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 6.702610e-05 0.000000e+00 energy 3.002823e+01 8.249529e-06 3.002823e-01 displacement 7.313806e+01 3.485167e-03 7.521772e-05 9 Nonlinear solution status: time= 1.98 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 6.659531e-05 0.000000e+00 energy 3.002823e+01 4.443175e-06 3.002823e-01 displacement 7.313806e+01 2.448577e-02 7.462857e-05 10 Nonlinear solution status: time= 1.98 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 3.234105e-05 0.000000e+00 energy 3.002823e+01 8.501601e-06 3.002823e-01 displacement 7.313806e+01 8.193903e-03 7.439339e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230953 11 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.514797 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 1.782533e-05 0.000000e+00 energy 3.002823e+01 2.111789e-06 3.002823e-01 displacement 7.313806e+01 1.237127e-04 7.443243e-05 12 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.506583 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 1.337393e-05 0.000000e+00 energy 3.002823e+01 3.021472e-06 3.002823e-01 displacement 7.313806e+01 3.213916e-04 7.454320e-05 13 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 1.522374e-05 0.000000e+00 energy 3.002823e+01 4.617611e-06 3.002823e-01 displacement 7.313806e+01 1.919421e-04 7.462716e-05 14 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.842370e+02 7.060454e-07 0.000000e+00 energy 3.002823e+01 3.399434e-07 3.002823e-01 displacement 7.313806e+01 6.935900e-05 7.456340e-05 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230953 1 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 2.791484e-02 0.000000e+00 energy 3.002881e+01 7.399528e-03 3.002881e-01 displacement 7.401562e+01 7.401562e+01 7.401562e-05 2 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 6.977189e-03 0.000000e+00 energy 3.002881e+01 7.750572e-04 3.002881e-01 displacement 7.401562e+01 6.480765e-01 7.380992e-05 3 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 4.509236e-03 0.000000e+00 energy 3.002881e+01 3.894046e-05 3.002881e-01 displacement 7.401562e+01 1.133503e+00 7.238873e-05 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 3.797776e-03 0.000000e+00 energy 3.002881e+01 6.082044e-04 3.002881e-01 displacement 7.401562e+01 6.990915e-01 7.383203e-05 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.615393 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 4.311313e-03 0.000000e+00 energy 3.002881e+01 6.925730e-04 3.002881e-01 displacement 7.401562e+01 3.361948e-01 7.609589e-05 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 1.207906e-03 0.000000e+00 energy 3.002881e+01 2.429451e-04 3.002881e-01 displacement 7.401562e+01 4.439446e-02 7.588702e-05 7 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 5.507332e-04 0.000000e+00 energy 3.002881e+01 2.674278e-05 3.002881e-01 displacement 7.401562e+01 6.404779e-03 7.594447e-05 8 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 9.415983e-04 0.000000e+00 energy 3.002881e+01 1.120087e-04 3.002881e-01 displacement 7.401562e+01 7.792897e-03 7.616739e-05 9 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 1.977584e-04 0.000000e+00 energy 3.002881e+01 4.639168e-06 3.002881e-01 displacement 7.401562e+01 1.381035e-02 7.647444e-05 10 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.633663 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 1.389106e-04 0.000000e+00 energy 3.002881e+01 1.429690e-05 3.002881e-01 displacement 7.401562e+01 5.467918e-03 7.672460e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230845 11 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 9.746231e-05 0.000000e+00 energy 3.002881e+01 4.589255e-05 3.002881e-01 displacement 7.401562e+01 4.104419e-03 7.691092e-05 12 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 6.342774e-05 0.000000e+00 energy 3.002881e+01 4.989205e-06 3.002881e-01 displacement 7.401562e+01 1.143453e-03 7.700971e-05 13 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 1.754563e-05 0.000000e+00 energy 3.002881e+01 9.906131e-06 3.002881e-01 displacement 7.401562e+01 2.354213e-03 7.722351e-05 14 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 9.121099e-06 0.000000e+00 energy 3.002881e+01 3.203283e-06 3.002881e-01 displacement 7.401562e+01 1.073555e-02 7.769743e-05 15 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 2.728219e-06 0.000000e+00 energy 3.002881e+01 1.055531e-06 3.002881e-01 displacement 7.401562e+01 4.827530e-04 7.784386e-05 16 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 1.280615e-06 0.000000e+00 energy 3.002881e+01 4.101296e-07 3.002881e-01 displacement 7.401562e+01 9.434862e-05 7.784212e-05 17 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.835119e+02 4.488200e-07 0.000000e+00 energy 3.002881e+01 5.274226e-08 3.002881e-01 displacement 7.401562e+01 5.972618e-05 7.785452e-05 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 006LA_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 91 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230845 1 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 3.571390e-02 0.000000e+00 energy 3.080468e+01 1.809010e-02 3.080468e-01 displacement 7.356986e+01 7.356986e+01 7.356986e-05 2 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 1.139551e-02 0.000000e+00 energy 3.080468e+01 3.761685e-03 3.080468e-01 displacement 7.356986e+01 1.125458e+00 7.247960e-05 3 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 2.356442e-02 0.000000e+00 energy 3.080468e+01 6.753788e-04 3.080468e-01 displacement 7.356986e+01 4.931118e+00 7.585487e-05 4 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 5.671035e-03 0.000000e+00 energy 3.080468e+01 5.502836e-04 3.080468e-01 displacement 7.356986e+01 1.146532e+00 8.164687e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 1.260780e-03 0.000000e+00 energy 3.080468e+01 9.391170e-05 3.080468e-01 displacement 7.356986e+01 2.137320e-02 8.289058e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 3.479060e-03 0.000000e+00 energy 3.080468e+01 3.897442e-05 3.080468e-01 displacement 7.356986e+01 8.886927e-02 8.506011e-05 7 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 6.560712e-03 0.000000e+00 energy 3.080468e+01 3.427552e-05 3.080468e-01 displacement 7.356986e+01 3.660614e-01 8.996860e-05 8 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 1.990512e-03 0.000000e+00 energy 3.080468e+01 1.163497e-04 3.080468e-01 displacement 7.356986e+01 1.049607e-01 9.269923e-05 9 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 9.692094e-04 0.000000e+00 energy 3.080468e+01 2.428072e-05 3.080468e-01 displacement 7.356986e+01 1.722927e-02 9.161643e-05 10 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 3.469910e-04 0.000000e+00 energy 3.080468e+01 2.864323e-05 3.080468e-01 displacement 7.356986e+01 3.856261e-03 9.191186e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 636129 Nr of nonzeroes in stiffness matrix ....... : 50230755 11 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 5.567814e-05 0.000000e+00 energy 3.080468e+01 2.156375e-05 3.080468e-01 displacement 7.356986e+01 6.953815e-03 9.232848e-05 12 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 1.759843e-04 0.000000e+00 energy 3.080468e+01 2.388695e-05 3.080468e-01 displacement 7.356986e+01 2.386894e-02 9.333114e-05 13 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 2.601803e-04 0.000000e+00 energy 3.080468e+01 4.457959e-06 3.080468e-01 displacement 7.356986e+01 7.584350e-02 9.545788e-05 14 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 9.246419e-05 0.000000e+00 energy 3.080468e+01 1.147207e-05 3.080468e-01 displacement 7.356986e+01 1.469685e-02 9.653200e-05 15 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 1.076626e-04 0.000000e+00 energy 3.080468e+01 2.005967e-05 3.080468e-01 displacement 7.356986e+01 9.947031e-03 9.653008e-05 16 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 2.383422e-05 0.000000e+00 energy 3.080468e+01 5.523211e-06 3.080468e-01 displacement 7.356986e+01 1.869590e-03 9.622728e-05 17 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 1.258201e-05 0.000000e+00 energy 3.080468e+01 4.337192e-06 3.080468e-01 displacement 7.356986e+01 1.174536e-03 9.648713e-05 18 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 3.096084e-06 0.000000e+00 energy 3.080468e+01 1.428028e-06 3.080468e-01 displacement 7.356986e+01 5.524473e-04 9.670325e-05 19 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 2.500368e-07 0.000000e+00 energy 3.080468e+01 1.556613e-07 3.080468e-01 displacement 7.356986e+01 7.846596e-04 9.695970e-05 20 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.965499e+02 4.008064e-08 0.000000e+00 energy 3.080468e+01 1.209323e-08 3.080468e-01 displacement 7.356986e+01 7.154596e-06 9.698123e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 006LA_Quad_run3.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 91 Total number of equilibrium iterations ............ : 1009 Average number of equilibrium iterations .......... : 11.0879 Total number of right hand evaluations ............ : 1464 Total number of stiffness reformations ............ : 162 Time in linear solver: 3:58:45 Elapsed time : 4:25:26 N O R M A L T E R M I N A T I O N