=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_UA_Cleaned/006UA_QuadCleaned_run3.feb ...SUCCESS! ]0;(step 1/2: 0%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 4.436630e-20 4.535905e-20 0.000000e+00 energy 1.824493e-21 5.158126e-22 1.824493e-23 displacement 1.390421e-21 1.390421e-21 1.390421e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 4.535905e-20 6.785356e-20 0.000000e+00 energy 1.554687e-21 1.025821e-21 1.554687e-23 displacement 9.047568e-22 9.047568e-22 9.047568e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.785356e-20 6.699621e-20 0.000000e+00 energy 2.047241e-21 1.033544e-21 2.047241e-23 displacement 9.132063e-22 9.132063e-22 9.132063e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.699621e-20 6.598892e-20 0.000000e+00 energy 2.045483e-21 1.036960e-21 2.045483e-23 displacement 9.227119e-22 9.227119e-22 9.227119e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.598892e-20 6.603233e-20 0.000000e+00 energy 2.045493e-21 1.033678e-21 2.045493e-23 displacement 9.086146e-22 9.086146e-22 9.086146e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.603233e-20 6.660349e-20 0.000000e+00 energy 2.037725e-21 1.034190e-21 2.037725e-23 displacement 9.151238e-22 9.151238e-22 9.151238e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.660349e-20 6.670152e-20 0.000000e+00 energy 2.049552e-21 1.034083e-21 2.049552e-23 displacement 9.102955e-22 9.102955e-22 9.102955e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.670152e-20 6.654239e-20 0.000000e+00 energy 2.046989e-21 1.042882e-21 2.046989e-23 displacement 9.098072e-22 9.098072e-22 9.098072e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.654239e-20 6.628208e-20 0.000000e+00 energy 2.049846e-21 1.038968e-21 2.049846e-23 displacement 9.076700e-22 9.076700e-22 9.076700e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.628208e-20 6.784951e-20 0.000000e+00 energy 2.049846e-21 1.038041e-21 2.049846e-23 displacement 9.110197e-22 9.110197e-22 9.110197e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.784951e-20 6.827967e-20 0.000000e+00 energy 2.048534e-21 1.039396e-21 2.048534e-23 displacement 9.161962e-22 9.161962e-22 9.161962e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.827967e-20 6.659994e-20 0.000000e+00 energy 2.055930e-21 1.042424e-21 2.055930e-23 displacement 9.149319e-22 9.149319e-22 9.149319e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 006UA_QuadCleaned_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: 0:09:21 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.659994e-20 6.833040e-20 0.000000e+00 energy 2.054639e-21 1.041953e-21 2.054639e-23 displacement 9.156661e-22 9.156661e-22 9.156661e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.833040e-20 6.835014e-20 0.000000e+00 energy 2.041638e-21 1.033141e-21 2.041638e-23 displacement 9.166742e-22 9.166742e-22 9.166742e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.835014e-20 6.610602e-20 0.000000e+00 energy 2.046254e-21 1.041223e-21 2.046254e-23 displacement 9.215211e-22 9.215211e-22 9.215211e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.610602e-20 6.627548e-20 0.000000e+00 energy 2.044032e-21 1.033868e-21 2.044032e-23 displacement 9.068165e-22 9.068165e-22 9.068165e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.627548e-20 6.699133e-20 0.000000e+00 energy 2.044417e-21 1.033273e-21 2.044417e-23 displacement 8.993596e-22 8.993596e-22 8.993596e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.699133e-20 6.642998e-20 0.000000e+00 energy 2.041881e-21 1.033803e-21 2.041881e-23 displacement 9.077018e-22 9.077018e-22 9.077018e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.642998e-20 6.651813e-20 0.000000e+00 energy 2.040545e-21 1.038085e-21 2.040545e-23 displacement 9.148461e-22 9.148461e-22 9.148461e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.651813e-20 6.882830e-20 0.000000e+00 energy 2.048864e-21 1.039705e-21 2.048864e-23 displacement 9.120236e-22 9.120236e-22 9.120236e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.882830e-20 6.737883e-20 0.000000e+00 energy 2.051113e-21 1.040485e-21 2.051113e-23 displacement 9.134704e-22 9.134704e-22 9.134704e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.737883e-20 6.671908e-20 0.000000e+00 energy 2.044802e-21 1.041826e-21 2.044802e-23 displacement 9.120479e-22 9.120479e-22 9.120479e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.671908e-20 6.719392e-20 0.000000e+00 energy 2.053258e-21 1.040394e-21 2.053258e-23 displacement 9.050019e-22 9.050019e-22 9.050019e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.719392e-20 6.899681e-20 0.000000e+00 energy 2.046184e-21 1.033688e-21 2.046184e-23 displacement 9.045588e-22 9.045588e-22 9.045588e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.899681e-20 6.911367e-20 0.000000e+00 energy 2.053793e-21 1.047412e-21 2.053793e-23 displacement 9.154554e-22 9.154554e-22 9.154554e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.911367e-20 6.664100e-20 0.000000e+00 energy 2.058611e-21 1.039887e-21 2.058611e-23 displacement 9.087256e-22 9.087256e-22 9.087256e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.23 ]0;(step 2/2: 23%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.664100e-20 6.632945e-20 0.000000e+00 energy 2.042822e-21 1.033029e-21 2.042822e-23 displacement 9.055372e-22 9.055372e-22 9.055372e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.24 ]0;(step 2/2: 24%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.632945e-20 6.630997e-20 0.000000e+00 energy 2.037744e-21 1.028830e-21 2.037744e-23 displacement 9.086873e-22 9.086873e-22 9.086873e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.25 ]0;(step 2/2: 25%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.630997e-20 6.843230e-20 0.000000e+00 energy 2.045818e-21 1.047195e-21 2.045818e-23 displacement 9.111995e-22 9.111995e-22 9.111995e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.26 ]0;(step 2/2: 26%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.843230e-20 6.705866e-20 0.000000e+00 energy 2.057404e-21 1.043312e-21 2.057404e-23 displacement 9.121321e-22 9.121321e-22 9.121321e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.27 ]0;(step 2/2: 27%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.705866e-20 6.819406e-20 0.000000e+00 energy 2.050742e-21 1.044839e-21 2.050742e-23 displacement 9.139314e-22 9.139314e-22 9.139314e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.28 ]0;(step 2/2: 28%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.819406e-20 6.547836e-20 0.000000e+00 energy 2.052049e-21 1.031906e-21 2.052049e-23 displacement 9.173200e-22 9.173200e-22 9.173200e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.29 ]0;(step 2/2: 29%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.547836e-20 6.702338e-20 0.000000e+00 energy 2.036135e-21 1.032228e-21 2.036135e-23 displacement 9.074486e-22 9.074486e-22 9.074486e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.3 ]0;(step 2/2: 30%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.702338e-20 6.636573e-20 0.000000e+00 energy 2.047502e-21 1.041939e-21 2.047502e-23 displacement 9.141740e-22 9.141740e-22 9.141740e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.31 ]0;(step 2/2: 31%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.636573e-20 6.645445e-20 0.000000e+00 energy 2.044158e-21 1.034197e-21 2.044158e-23 displacement 9.082722e-22 9.082722e-22 9.082722e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.32 ]0;(step 2/2: 32%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.645445e-20 6.679967e-20 0.000000e+00 energy 2.035575e-21 1.034104e-21 2.035575e-23 displacement 9.019668e-22 9.019668e-22 9.019668e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.33 ]0;(step 2/2: 33%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.679967e-20 6.709902e-20 0.000000e+00 energy 2.054757e-21 1.045124e-21 2.054757e-23 displacement 9.124773e-22 9.124773e-22 9.124773e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.34 ]0;(step 2/2: 34%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.709902e-20 6.699444e-20 0.000000e+00 energy 2.051981e-21 1.040630e-21 2.051981e-23 displacement 9.159368e-22 9.159368e-22 9.159368e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.35 ]0;(step 2/2: 35%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.699444e-20 6.565649e-20 0.000000e+00 energy 2.054362e-21 1.033119e-21 2.054362e-23 displacement 9.109962e-22 9.109962e-22 9.109962e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.36 ]0;(step 2/2: 36%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 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 6.565649e-20 6.648023e-20 0.000000e+00 energy 2.038868e-21 1.034014e-21 2.038868e-23 displacement 9.129095e-22 9.129095e-22 9.129095e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.37 ]0;(step 2/2: 37%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.648023e-20 1.091979e-01 0.000000e+00 energy 2.046802e-21 2.458837e-15 2.046802e-23 displacement 9.033296e-22 2.258324e-22 2.258324e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284257 2 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.091979e-01 3.114258e-03 0.000000e+00 energy 2.458837e-15 2.432496e-03 2.458837e-17 displacement 9.033296e-22 1.333691e+00 1.333691e-06 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284149 3 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 1.368983e-03 0.000000e+00 energy 2.432496e-03 5.584168e-04 2.432496e-05 displacement 9.033296e-22 2.388697e+00 4.623665e-07 4 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 1.741400e-04 0.000000e+00 energy 2.432496e-03 6.429580e-06 2.432496e-05 displacement 9.033296e-22 6.426495e-02 3.960986e-07 5 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 2.101283e-05 0.000000e+00 energy 2.432496e-03 1.099970e-05 2.432496e-05 displacement 9.033296e-22 2.115569e-03 4.254362e-07 6 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 3.004320e-06 0.000000e+00 energy 2.432496e-03 9.391859e-07 2.432496e-05 displacement 9.033296e-22 7.605126e-03 4.794292e-07 7 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 1.818335e-06 0.000000e+00 energy 2.432496e-03 1.174391e-06 2.432496e-05 displacement 9.033296e-22 2.434945e-04 4.922324e-07 8 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 4.038548e-07 0.000000e+00 energy 2.432496e-03 3.856658e-10 2.432496e-05 displacement 9.033296e-22 1.539882e-04 5.001531e-07 9 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 4.329029e-08 0.000000e+00 energy 2.432496e-03 2.204770e-09 2.432496e-05 displacement 9.033296e-22 1.604314e-05 4.987130e-07 10 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 6.711788e-09 0.000000e+00 energy 2.432496e-03 3.675630e-09 2.432496e-05 displacement 9.033296e-22 3.668220e-06 4.977234e-07 11 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 1.310739e-08 0.000000e+00 energy 2.432496e-03 2.728747e-09 2.432496e-05 displacement 9.033296e-22 1.241551e-06 4.970746e-07 12 Nonlinear solution status: time= 1.38 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.114258e-03 1.788040e-08 0.000000e+00 energy 2.432496e-03 3.262153e-09 2.432496e-05 displacement 9.033296e-22 4.843680e-07 4.963631e-07 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284041 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 2.481759e-01 1.455078e-02 0.000000e+00 energy 1.453604e-01 2.213044e-02 1.453604e-03 displacement 3.106416e+00 3.106416e+00 3.106416e-06 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.410316 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 1.469545e-01 0.000000e+00 energy 1.453604e-01 3.231954e-02 1.453604e-03 displacement 3.106416e+00 5.391080e+00 1.622818e-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 2.481759e-01 3.894603e-02 0.000000e+00 energy 1.453604e-01 1.647442e-03 1.453604e-03 displacement 3.106416e+00 1.901598e-01 1.395022e-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 2.481759e-01 3.318326e-02 0.000000e+00 energy 1.453604e-01 9.131765e-03 1.453604e-03 displacement 3.106416e+00 3.387998e+00 3.823806e-06 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.424595 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 2.065638e-02 0.000000e+00 energy 1.453604e-01 3.270178e-03 1.453604e-03 displacement 3.106416e+00 4.508298e-02 3.797357e-06 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 1.583578e-02 0.000000e+00 energy 1.453604e-01 1.067965e-02 1.453604e-03 displacement 3.106416e+00 2.953088e+00 1.302567e-05 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 1.618323e-03 0.000000e+00 energy 1.453604e-01 2.795199e-03 1.453604e-03 displacement 3.106416e+00 5.489092e-01 8.300407e-06 8 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.293318 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 5.919483e-04 0.000000e+00 energy 1.453604e-01 1.198721e-03 1.453604e-03 displacement 3.106416e+00 1.932680e-01 5.986314e-06 9 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.196309 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 5.655764e-04 0.000000e+00 energy 1.453604e-01 6.593614e-04 1.453604e-03 displacement 3.106416e+00 6.826592e-02 4.788954e-06 10 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.158459 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 5.975405e-04 0.000000e+00 energy 1.453604e-01 3.513167e-04 1.453604e-03 displacement 3.106416e+00 3.880853e-02 3.974566e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284095 11 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 8.291267e-06 0.000000e+00 energy 1.453604e-01 7.596005e-06 1.453604e-03 displacement 3.106416e+00 9.284557e-03 3.739238e-06 12 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.621450 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 3.465451e-06 0.000000e+00 energy 1.453604e-01 8.415629e-06 1.453604e-03 displacement 3.106416e+00 4.339452e-04 3.805124e-06 13 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 6.690710e-07 0.000000e+00 energy 1.453604e-01 1.823694e-06 1.453604e-03 displacement 3.106416e+00 1.403192e-04 3.819544e-06 14 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.473641 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 2.593299e-08 0.000000e+00 energy 1.453604e-01 2.113093e-07 1.453604e-03 displacement 3.106416e+00 3.029903e-05 3.805402e-06 15 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.481759e-01 7.764369e-09 0.000000e+00 energy 1.453604e-01 1.890722e-08 1.453604e-03 displacement 3.106416e+00 1.295826e-06 3.803928e-06 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284149 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 9.449147e-01 5.811557e-02 0.000000e+00 energy 3.292659e-01 3.713440e-02 3.292659e-03 displacement 4.510534e+00 4.510534e+00 4.510534e-06 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.265873 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 2.747339e-01 0.000000e+00 energy 3.292659e-01 7.091222e-02 3.292659e-03 displacement 4.510534e+00 1.093400e+01 2.837284e-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 9.449147e-01 2.219799e-01 0.000000e+00 energy 3.292659e-01 7.308413e-03 3.292659e-03 displacement 4.510534e+00 2.688366e-01 2.891970e-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 9.449147e-01 1.794298e-01 0.000000e+00 energy 3.292659e-01 3.758003e-03 3.292659e-03 displacement 4.510534e+00 3.158894e+00 1.441044e-05 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.253879 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 1.022462e-01 0.000000e+00 energy 3.292659e-01 2.680275e-03 3.292659e-03 displacement 4.510534e+00 4.391524e-01 9.960663e-06 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.582793 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 1.570627e-02 0.000000e+00 energy 3.292659e-01 1.196822e-03 3.292659e-03 displacement 4.510534e+00 5.048513e-01 6.519369e-06 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 5.177077e-03 0.000000e+00 energy 3.292659e-01 1.111435e-03 3.292659e-03 displacement 4.510534e+00 1.142361e-01 6.329863e-06 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.505219 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 3.095850e-03 0.000000e+00 energy 3.292659e-01 1.293291e-05 3.292659e-03 displacement 4.510534e+00 8.132911e-03 5.911116e-06 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.476044 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 6.196808e-04 0.000000e+00 energy 3.292659e-01 7.918647e-05 3.292659e-03 displacement 4.510534e+00 1.135034e-02 5.943786e-06 10 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.593123 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 5.334828e-04 0.000000e+00 energy 3.292659e-01 1.297911e-04 3.292659e-03 displacement 4.510534e+00 5.608932e-03 6.062375e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284203 11 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.601883 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 9.134482e-05 0.000000e+00 energy 3.292659e-01 1.614573e-05 3.292659e-03 displacement 4.510534e+00 3.904690e-03 6.048424e-06 12 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.619826 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 2.359105e-05 0.000000e+00 energy 3.292659e-01 3.469386e-05 3.292659e-03 displacement 4.510534e+00 2.021024e-03 6.115305e-06 13 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 2.359489e-07 0.000000e+00 energy 3.292659e-01 1.550222e-06 3.292659e-03 displacement 4.510534e+00 6.479579e-04 6.133447e-06 14 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.449147e-01 7.633773e-09 0.000000e+00 energy 3.292659e-01 4.883915e-08 3.292659e-03 displacement 4.510534e+00 3.564022e-06 6.127691e-06 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284203 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 1.472777e+00 1.302532e-02 0.000000e+00 energy 5.156066e-01 2.254218e-02 5.156066e-03 displacement 6.698555e+00 6.698555e+00 6.698555e-06 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.465645 convergence norms : INITIAL CURRENT REQUIRED residual 1.472777e+00 1.147454e-01 0.000000e+00 energy 5.156066e-01 3.688286e-02 5.156066e-03 displacement 6.698555e+00 4.485538e+00 2.046827e-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 1.472777e+00 2.224582e-02 0.000000e+00 energy 5.156066e-01 3.951656e-03 5.156066e-03 displacement 6.698555e+00 3.787786e-01 1.612441e-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 1.472777e+00 2.822275e-02 0.000000e+00 energy 5.156066e-01 1.081293e-02 5.156066e-03 displacement 6.698555e+00 2.593388e+00 6.364347e-06 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 1.472777e+00 2.295209e-03 0.000000e+00 energy 5.156066e-01 1.944952e-03 5.156066e-03 displacement 6.698555e+00 3.986896e-01 9.621488e-06 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 1.472777e+00 7.761403e-04 0.000000e+00 energy 5.156066e-01 4.236955e-04 5.156066e-03 displacement 6.698555e+00 6.457343e-02 8.294094e-06 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.388516 convergence norms : INITIAL CURRENT REQUIRED residual 1.472777e+00 3.711827e-04 0.000000e+00 energy 5.156066e-01 8.170709e-06 5.156066e-03 displacement 6.698555e+00 1.048189e-02 8.005287e-06 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.472777e+00 4.743827e-04 0.000000e+00 energy 5.156066e-01 1.941260e-04 5.156066e-03 displacement 6.698555e+00 1.399225e-02 7.860871e-06 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.472777e+00 7.761911e-05 0.000000e+00 energy 5.156066e-01 1.829905e-05 5.156066e-03 displacement 6.698555e+00 6.932611e-03 7.708054e-06 10 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.635781 convergence norms : INITIAL CURRENT REQUIRED residual 1.472777e+00 2.946457e-05 0.000000e+00 energy 5.156066e-01 1.378330e-05 5.156066e-03 displacement 6.698555e+00 2.608544e-03 7.672196e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284347 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 1.472777e+00 4.663505e-06 0.000000e+00 energy 5.156066e-01 1.059782e-05 5.156066e-03 displacement 6.698555e+00 3.980600e-04 7.610020e-06 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 1.472777e+00 3.701844e-07 0.000000e+00 energy 5.156066e-01 1.484025e-06 5.156066e-03 displacement 6.698555e+00 2.620133e-04 7.635346e-06 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 1.472777e+00 4.402489e-10 0.000000e+00 energy 5.156066e-01 2.199281e-09 5.156066e-03 displacement 6.698555e+00 2.617865e-05 7.630741e-06 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 1.472777e+00 9.197277e-12 0.000000e+00 energy 5.156066e-01 6.537326e-12 5.156066e-03 displacement 6.698555e+00 1.308049e-07 7.631465e-06 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284365 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 2.156918e+00 8.144075e-02 0.000000e+00 energy 6.896695e-01 5.937000e-02 6.896695e-03 displacement 8.074732e+00 8.074732e+00 8.074732e-06 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.209347 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 2.375643e-01 0.000000e+00 energy 6.896695e-01 6.899973e-02 6.896695e-03 displacement 8.074732e+00 1.130618e+01 3.682842e-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 2.156918e+00 1.380631e-01 0.000000e+00 energy 6.896695e-01 4.710596e-03 6.896695e-03 displacement 8.074732e+00 3.983426e-01 3.553315e-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 2.156918e+00 1.004129e-01 0.000000e+00 energy 6.896695e-01 3.254286e-03 6.896695e-03 displacement 8.074732e+00 3.662008e+00 1.824324e-05 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 2.651712e-02 0.000000e+00 energy 6.896695e-01 4.518052e-03 6.896695e-03 displacement 8.074732e+00 2.758888e+00 8.842529e-06 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 2.212827e-02 0.000000e+00 energy 6.896695e-01 1.782108e-03 6.896695e-03 displacement 8.074732e+00 6.860290e-01 1.065367e-05 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 6.638796e-03 0.000000e+00 energy 6.896695e-01 7.708815e-04 6.896695e-03 displacement 8.074732e+00 1.787559e-01 1.094668e-05 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.368729 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 3.666870e-03 0.000000e+00 energy 6.896695e-01 4.374775e-04 6.896695e-03 displacement 8.074732e+00 2.530734e-02 1.016194e-05 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.212094 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 2.477215e-03 0.000000e+00 energy 6.896695e-01 2.539672e-05 6.896695e-03 displacement 8.074732e+00 8.467852e-03 1.008107e-05 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.334453 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 5.289001e-04 0.000000e+00 energy 6.896695e-01 7.478512e-05 6.896695e-03 displacement 8.074732e+00 2.834208e-02 1.047886e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284383 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 1.261653e-04 0.000000e+00 energy 6.896695e-01 1.316691e-04 6.896695e-03 displacement 8.074732e+00 2.653631e-02 9.799402e-06 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 2.052426e-04 0.000000e+00 energy 6.896695e-01 1.244667e-04 6.896695e-03 displacement 8.074732e+00 5.928340e-03 9.896902e-06 13 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 1.995840e-05 0.000000e+00 energy 6.896695e-01 1.056888e-06 6.896695e-03 displacement 8.074732e+00 3.632968e-03 9.921937e-06 14 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 2.403581e-05 0.000000e+00 energy 6.896695e-01 1.077934e-06 6.896695e-03 displacement 8.074732e+00 1.060874e-03 9.986131e-06 15 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.557163 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 9.091526e-06 0.000000e+00 energy 6.896695e-01 1.939459e-06 6.896695e-03 displacement 8.074732e+00 3.214276e-04 9.891105e-06 16 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 5.355106e-06 0.000000e+00 energy 6.896695e-01 4.016969e-06 6.896695e-03 displacement 8.074732e+00 4.853445e-04 9.817841e-06 17 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 1.676544e-09 0.000000e+00 energy 6.896695e-01 9.927775e-09 6.896695e-03 displacement 8.074732e+00 6.712683e-05 9.847912e-06 18 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.156918e+00 3.388050e-11 0.000000e+00 energy 6.896695e-01 7.973646e-11 6.896695e-03 displacement 8.074732e+00 1.044704e-07 9.848726e-06 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284383 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 2.883780e+00 1.378353e-02 0.000000e+00 energy 9.094248e-01 3.027989e-02 9.094248e-03 displacement 1.143042e+01 1.143042e+01 1.143042e-05 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.407264 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 1.088102e-01 0.000000e+00 energy 9.094248e-01 3.758794e-02 9.094248e-03 displacement 1.143042e+01 3.684880e+00 2.572913e-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 2.883780e+00 2.292713e-02 0.000000e+00 energy 9.094248e-01 2.928785e-03 9.094248e-03 displacement 1.143042e+01 1.323468e-01 2.463596e-05 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 3.518113e-02 0.000000e+00 energy 9.094248e-01 1.738463e-03 9.094248e-03 displacement 1.143042e+01 1.911310e+00 1.356416e-05 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.606921 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 9.006965e-03 0.000000e+00 energy 9.094248e-01 6.544141e-04 9.094248e-03 displacement 1.143042e+01 9.576406e-02 1.280501e-05 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.477414 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 1.861368e-03 0.000000e+00 energy 9.094248e-01 3.844911e-04 9.094248e-03 displacement 1.143042e+01 3.040826e-02 1.200092e-05 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.401006 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 1.581699e-02 0.000000e+00 energy 9.094248e-01 1.737518e-03 9.094248e-03 displacement 1.143042e+01 4.775618e-02 1.276643e-05 8 Nonlinear solution status: time= 1.43 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 9.709267e-04 0.000000e+00 energy 9.094248e-01 1.506524e-04 9.094248e-03 displacement 1.143042e+01 2.525667e-02 1.301466e-05 9 Nonlinear solution status: time= 1.43 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 3.133167e-04 0.000000e+00 energy 9.094248e-01 1.572978e-05 9.094248e-03 displacement 1.143042e+01 1.599538e-02 1.270667e-05 10 Nonlinear solution status: time= 1.43 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.617515 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 1.616419e-04 0.000000e+00 energy 9.094248e-01 7.765814e-06 9.094248e-03 displacement 1.143042e+01 1.764517e-03 1.270805e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 11 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 3.883798e-07 0.000000e+00 energy 9.094248e-01 3.953774e-08 9.094248e-03 displacement 1.143042e+01 1.964578e-03 1.269932e-05 12 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.883780e+00 5.072896e-09 0.000000e+00 energy 9.094248e-01 3.206551e-09 9.094248e-03 displacement 1.143042e+01 3.310747e-06 1.271083e-05 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 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 3.605085e+00 1.210337e-02 0.000000e+00 energy 1.139497e+00 2.672474e-02 1.139497e-02 displacement 1.395397e+01 1.395397e+01 1.395397e-05 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.531019 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 2.150343e-02 0.000000e+00 energy 1.139497e+00 1.415674e-02 1.139497e-02 displacement 1.395397e+01 1.555387e+00 1.922762e-05 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 3.722786e-03 0.000000e+00 energy 1.139497e+00 1.656445e-03 1.139497e-02 displacement 1.395397e+01 1.303099e+00 2.114244e-05 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.583227 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 1.965505e-03 0.000000e+00 energy 1.139497e+00 1.077510e-03 1.139497e-02 displacement 1.395397e+01 2.320311e-01 1.889458e-05 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.272949 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 1.168979e-03 0.000000e+00 energy 1.139497e+00 3.258283e-04 1.139497e-02 displacement 1.395397e+01 6.451321e-02 1.713564e-05 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.136924 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 9.631304e-04 0.000000e+00 energy 1.139497e+00 5.759429e-05 1.139497e-02 displacement 1.395397e+01 1.941303e-02 1.624426e-05 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 1.311410e-04 0.000000e+00 energy 1.139497e+00 6.471391e-05 1.139497e-02 displacement 1.395397e+01 1.838774e-01 1.462323e-05 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 3.840110e-05 0.000000e+00 energy 1.139497e+00 3.291462e-05 1.139497e-02 displacement 1.395397e+01 1.401198e-03 1.465074e-05 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 1.831402e-05 0.000000e+00 energy 1.139497e+00 1.071098e-05 1.139497e-02 displacement 1.395397e+01 2.543717e-03 1.471603e-05 10 Nonlinear solution status: time= 1.44 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 7.074389e-06 0.000000e+00 energy 1.139497e+00 5.475219e-06 1.139497e-02 displacement 1.395397e+01 4.297469e-04 1.469902e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 11 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.505088 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 2.930889e-06 0.000000e+00 energy 1.139497e+00 8.633466e-07 1.139497e-02 displacement 1.395397e+01 3.802658e-05 1.468027e-05 12 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 1.008872e-06 0.000000e+00 energy 1.139497e+00 1.121325e-06 1.139497e-02 displacement 1.395397e+01 2.202581e-04 1.466296e-05 13 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.605085e+00 2.420381e-11 0.000000e+00 energy 1.139497e+00 1.212862e-09 1.139497e-02 displacement 1.395397e+01 2.553651e-05 1.466930e-05 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.44 ]0;(step 2/2: 44%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 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 4.999860e+00 2.264414e-02 0.000000e+00 energy 1.423404e+00 3.896676e-02 1.423404e-02 displacement 1.520526e+01 1.520526e+01 1.520526e-05 2 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.486319 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 1.554516e-01 0.000000e+00 energy 1.423404e+00 6.438295e-02 1.423404e-02 displacement 1.520526e+01 6.976507e+00 3.956408e-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 4.999860e+00 3.427865e-02 0.000000e+00 energy 1.423404e+00 2.460711e-03 1.423404e-02 displacement 1.520526e+01 3.850022e+00 3.101936e-05 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 6.439046e-02 0.000000e+00 energy 1.423404e+00 8.658144e-04 1.423404e-02 displacement 1.520526e+01 2.406358e+00 1.773672e-05 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 6.216520e-03 0.000000e+00 energy 1.423404e+00 3.296891e-03 1.423404e-02 displacement 1.520526e+01 2.107902e+00 1.633237e-05 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 9.450718e-03 0.000000e+00 energy 1.423404e+00 1.265976e-03 1.423404e-02 displacement 1.520526e+01 2.969343e-01 2.042302e-05 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 1.332998e-03 0.000000e+00 energy 1.423404e+00 5.266760e-04 1.423404e-02 displacement 1.520526e+01 1.269443e-01 1.865972e-05 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.387068 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 6.616716e-04 0.000000e+00 energy 1.423404e+00 3.803453e-04 1.423404e-02 displacement 1.520526e+01 2.406360e-02 1.760069e-05 9 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.178950 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 7.609382e-04 0.000000e+00 energy 1.423404e+00 2.185873e-05 1.423404e-02 displacement 1.520526e+01 5.363376e-03 1.708748e-05 10 Nonlinear solution status: time= 1.45 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.249979 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 5.149928e-04 0.000000e+00 energy 1.423404e+00 2.550691e-06 1.423404e-02 displacement 1.520526e+01 7.926914e-03 1.653748e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284563 11 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 5.701515e-06 0.000000e+00 energy 1.423404e+00 6.208300e-06 1.423404e-02 displacement 1.520526e+01 5.231271e-03 1.664411e-05 12 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 1.966492e-06 0.000000e+00 energy 1.423404e+00 9.759494e-07 1.423404e-02 displacement 1.520526e+01 4.217657e-05 1.667889e-05 13 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 2.466904e-08 0.000000e+00 energy 1.423404e+00 3.454766e-08 1.423404e-02 displacement 1.520526e+01 2.133508e-04 1.674572e-05 14 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.999860e+00 3.921688e-09 0.000000e+00 energy 1.423404e+00 5.273492e-09 1.423404e-02 displacement 1.520526e+01 2.021983e-06 1.674944e-05 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284509 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 5.766043e+00 8.482694e-03 0.000000e+00 energy 1.692395e+00 3.382510e-02 1.692395e-02 displacement 1.873319e+01 1.873319e+01 1.873319e-05 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.600814 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 9.879285e-03 0.000000e+00 energy 1.692395e+00 1.042821e-02 1.692395e-02 displacement 1.873319e+01 4.106943e+00 3.696952e-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 5.766043e+00 1.735469e-03 0.000000e+00 energy 1.692395e+00 1.383076e-03 1.692395e-02 displacement 1.873319e+01 1.224625e-01 3.361248e-05 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.452432 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 1.965602e-03 0.000000e+00 energy 1.692395e+00 1.125260e-03 1.692395e-02 displacement 1.873319e+01 5.671464e-01 2.643252e-05 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.316332 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 7.445110e-04 0.000000e+00 energy 1.692395e+00 5.750927e-05 1.692395e-02 displacement 1.873319e+01 1.141121e-01 2.362369e-05 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.456456 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 3.296939e-04 0.000000e+00 energy 1.692395e+00 1.154075e-04 1.692395e-02 displacement 1.873319e+01 1.641758e-02 2.266927e-05 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.218843 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 1.735600e-04 0.000000e+00 energy 1.692395e+00 1.537590e-05 1.692395e-02 displacement 1.873319e+01 4.423629e-03 2.218721e-05 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.540046 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 2.929146e-05 0.000000e+00 energy 1.692395e+00 5.740398e-06 1.692395e-02 displacement 1.873319e+01 1.488444e-03 2.213507e-05 9 Nonlinear solution status: time= 1.46 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.605924 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 2.080770e-05 0.000000e+00 energy 1.692395e+00 1.623177e-05 1.692395e-02 displacement 1.873319e+01 1.026179e-03 2.216135e-05 10 Nonlinear solution status: time= 1.46 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 3.499087e-06 0.000000e+00 energy 1.692395e+00 3.381222e-06 1.692395e-02 displacement 1.873319e+01 4.473298e-04 2.200235e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284635 11 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.499875 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 6.368640e-07 0.000000e+00 energy 1.692395e+00 8.146448e-07 1.692395e-02 displacement 1.873319e+01 1.106213e-04 2.192924e-05 12 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.766043e+00 1.248839e-07 0.000000e+00 energy 1.692395e+00 1.622814e-07 1.692395e-02 displacement 1.873319e+01 5.790590e-06 2.193189e-05 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284635 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 8.506648e+00 3.304515e-03 0.000000e+00 energy 2.210692e+00 1.140525e-02 2.210692e-02 displacement 2.425601e+01 2.425601e+01 2.425601e-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 8.506648e+00 1.749829e-03 0.000000e+00 energy 2.210692e+00 2.279601e-03 2.210692e-02 displacement 2.425601e+01 1.959334e-01 2.783202e-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 8.506648e+00 3.165893e-04 0.000000e+00 energy 2.210692e+00 4.789406e-04 2.210692e-02 displacement 2.425601e+01 4.687022e-02 2.688308e-05 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.347237 convergence norms : INITIAL CURRENT REQUIRED residual 8.506648e+00 1.316588e-04 0.000000e+00 energy 2.210692e+00 1.543130e-04 2.210692e-02 displacement 2.425601e+01 1.033103e-02 2.623072e-05 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.368631 convergence norms : INITIAL CURRENT REQUIRED residual 8.506648e+00 6.051512e-05 0.000000e+00 energy 2.210692e+00 5.629882e-05 2.210692e-02 displacement 2.425601e+01 2.214681e-03 2.586052e-05 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.305214 convergence norms : INITIAL CURRENT REQUIRED residual 8.506648e+00 1.154982e-05 0.000000e+00 energy 2.210692e+00 7.573782e-07 2.210692e-02 displacement 2.425601e+01 9.639738e-04 2.559345e-05 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.315473 convergence norms : INITIAL CURRENT REQUIRED residual 8.506648e+00 8.001129e-06 0.000000e+00 energy 2.210692e+00 4.663651e-06 2.210692e-02 displacement 2.425601e+01 1.406178e-04 2.549386e-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 8.506648e+00 5.755202e-06 0.000000e+00 energy 2.210692e+00 4.224057e-06 2.210692e-02 displacement 2.425601e+01 2.677427e-04 2.542306e-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 8.506648e+00 1.448235e-06 0.000000e+00 energy 2.210692e+00 6.335967e-08 2.210692e-02 displacement 2.425601e+01 1.820394e-05 2.542993e-05 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284635 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 1.301945e+01 1.422231e-02 0.000000e+00 energy 2.766453e+00 4.262607e-02 2.766453e-02 displacement 2.637202e+01 2.637202e+01 2.637202e-05 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.536144 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 6.042297e-02 0.000000e+00 energy 2.766453e+00 2.596925e-02 2.766453e-02 displacement 2.637202e+01 2.908296e+00 4.115473e-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 1.301945e+01 4.790796e-03 0.000000e+00 energy 2.766453e+00 4.102334e-03 2.766453e-02 displacement 2.637202e+01 2.879845e-01 3.812023e-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 1.301945e+01 4.957011e-03 0.000000e+00 energy 2.766453e+00 3.843251e-04 2.766453e-02 displacement 2.637202e+01 1.364332e+00 2.947352e-05 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.233543 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 2.475379e-03 0.000000e+00 energy 2.766453e+00 2.072287e-04 2.766453e-02 displacement 2.637202e+01 1.599087e-02 2.948726e-05 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.336478 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 8.515107e-04 0.000000e+00 energy 2.766453e+00 1.472236e-04 2.766453e-02 displacement 2.637202e+01 5.609099e-03 2.941284e-05 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.538097 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 1.670424e-03 0.000000e+00 energy 2.766453e+00 4.025078e-04 2.766453e-02 displacement 2.637202e+01 1.105991e-01 3.058377e-05 8 Nonlinear solution status: time= 1.48 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 1.602633e-03 0.000000e+00 energy 2.766453e+00 4.723342e-04 2.766453e-02 displacement 2.637202e+01 2.976061e-02 2.966656e-05 9 Nonlinear solution status: time= 1.48 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 4.572051e-04 0.000000e+00 energy 2.766453e+00 1.121309e-04 2.766453e-02 displacement 2.637202e+01 4.328422e-02 2.942148e-05 10 Nonlinear solution status: time= 1.48 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.591777 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 3.119907e-04 0.000000e+00 energy 2.766453e+00 5.457376e-05 2.766453e-02 displacement 2.637202e+01 2.453752e-03 2.963663e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284743 11 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.333263 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 1.514962e-04 0.000000e+00 energy 2.766453e+00 2.642544e-05 2.766453e-02 displacement 2.637202e+01 7.045690e-04 2.944155e-05 12 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.424574 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 2.954139e-05 0.000000e+00 energy 2.766453e+00 1.214735e-05 2.766453e-02 displacement 2.637202e+01 5.117834e-04 2.948916e-05 13 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.604721 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 1.130117e-05 0.000000e+00 energy 2.766453e+00 1.209223e-05 2.766453e-02 displacement 2.637202e+01 6.701596e-04 2.959057e-05 14 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 4.475859e-07 0.000000e+00 energy 2.766453e+00 5.488370e-07 2.766453e-02 displacement 2.637202e+01 1.075995e-04 2.953524e-05 15 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301945e+01 1.686827e-07 0.000000e+00 energy 2.766453e+00 2.890863e-07 2.766453e-02 displacement 2.637202e+01 1.030131e-05 2.952141e-05 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284743 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 1.507791e+01 3.418716e-03 0.000000e+00 energy 3.213062e+00 1.102664e-02 3.213062e-02 displacement 2.892692e+01 2.892692e+01 2.892692e-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 1.507791e+01 9.595764e-04 0.000000e+00 energy 3.213062e+00 1.288784e-03 3.213062e-02 displacement 2.892692e+01 1.435007e-01 3.253648e-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 1.507791e+01 7.863102e-05 0.000000e+00 energy 3.213062e+00 2.664220e-04 3.213062e-02 displacement 2.892692e+01 2.751045e-02 3.099789e-05 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.511731 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 6.085518e-05 0.000000e+00 energy 3.213062e+00 3.183921e-05 3.213062e-02 displacement 2.892692e+01 6.560069e-03 3.031055e-05 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.316075 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 2.934170e-05 0.000000e+00 energy 3.213062e+00 1.831089e-06 3.213062e-02 displacement 2.892692e+01 1.694224e-03 3.031267e-05 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 1.214072e-05 0.000000e+00 energy 3.213062e+00 6.401648e-07 3.213062e-02 displacement 2.892692e+01 8.923518e-04 3.017119e-05 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 2.459214e-06 0.000000e+00 energy 3.213062e+00 3.742684e-06 3.213062e-02 displacement 2.892692e+01 1.702115e-04 3.029110e-05 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 3.631996e-06 0.000000e+00 energy 3.213062e+00 2.256743e-06 3.213062e-02 displacement 2.892692e+01 3.117878e-05 3.026975e-05 9 Nonlinear solution status: time= 1.49 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 1.018832e-06 0.000000e+00 energy 3.213062e+00 1.052628e-06 3.213062e-02 displacement 2.892692e+01 3.142947e-05 3.022704e-05 10 Nonlinear solution status: time= 1.49 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507791e+01 8.504472e-08 0.000000e+00 energy 3.213062e+00 1.089034e-07 3.213062e-02 displacement 2.892692e+01 8.264599e-06 3.024878e-05 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284869 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 1.813604e+01 5.450343e-03 0.000000e+00 energy 3.752324e+00 2.271563e-02 3.752324e-02 displacement 3.066979e+01 3.066979e+01 3.066979e-05 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616974 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 4.830079e-03 0.000000e+00 energy 3.752324e+00 6.060912e-03 3.752324e-02 displacement 3.066979e+01 9.414918e-01 4.038218e-05 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 5.013522e-04 0.000000e+00 energy 3.752324e+00 1.361795e-03 3.752324e-02 displacement 3.066979e+01 1.436761e-01 3.633989e-05 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.440151 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 1.513781e-04 0.000000e+00 energy 3.752324e+00 5.599846e-04 3.752324e-02 displacement 3.066979e+01 8.865910e-02 3.402374e-05 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.340156 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 3.405501e-05 0.000000e+00 energy 3.752324e+00 7.737194e-05 3.752324e-02 displacement 3.066979e+01 1.635317e-02 3.277113e-05 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.265022 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 2.819154e-05 0.000000e+00 energy 3.752324e+00 1.801028e-06 3.752324e-02 displacement 3.066979e+01 1.796573e-03 3.246465e-05 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.531322 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 9.275980e-06 0.000000e+00 energy 3.752324e+00 2.957327e-06 3.752324e-02 displacement 3.066979e+01 1.544793e-04 3.243705e-05 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.541853 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 3.544064e-06 0.000000e+00 energy 3.752324e+00 1.337018e-06 3.752324e-02 displacement 3.066979e+01 2.054625e-04 3.235274e-05 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.480812 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 1.774946e-06 0.000000e+00 energy 3.752324e+00 9.654010e-07 3.752324e-02 displacement 3.066979e+01 3.485544e-05 3.232281e-05 10 Nonlinear solution status: time= 1.5 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.813604e+01 5.967938e-07 0.000000e+00 energy 3.752324e+00 6.129089e-07 3.752324e-02 displacement 3.066979e+01 1.110232e-05 3.232115e-05 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285031 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 1.973547e+01 1.957315e-02 0.000000e+00 energy 4.175068e+00 5.263559e-02 4.175068e-02 displacement 3.532056e+01 3.532056e+01 3.532056e-05 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.553264 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 9.197186e-02 0.000000e+00 energy 4.175068e+00 4.655831e-02 4.175068e-02 displacement 3.532056e+01 6.428621e+00 6.599500e-05 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 5.285264e-03 0.000000e+00 energy 4.175068e+00 5.642320e-03 4.175068e-02 displacement 3.532056e+01 1.208651e+00 5.374042e-05 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 1.365864e-02 0.000000e+00 energy 4.175068e+00 2.268409e-05 4.175068e-02 displacement 3.532056e+01 1.887058e+00 4.011954e-05 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.584630 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 3.229150e-03 0.000000e+00 energy 4.175068e+00 2.894943e-04 4.175068e-02 displacement 3.532056e+01 1.490379e-02 3.920789e-05 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.204337 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 1.344898e-03 0.000000e+00 energy 4.175068e+00 4.933016e-04 4.175068e-02 displacement 3.532056e+01 8.866203e-03 3.960900e-05 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.239712 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 2.444360e-03 0.000000e+00 energy 4.175068e+00 3.715392e-04 4.175068e-02 displacement 3.532056e+01 7.267398e-03 4.035155e-05 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 1.429626e-03 0.000000e+00 energy 4.175068e+00 3.051991e-04 4.175068e-02 displacement 3.532056e+01 3.966532e-02 4.029306e-05 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 7.414968e-04 0.000000e+00 energy 4.175068e+00 1.557034e-04 4.175068e-02 displacement 3.532056e+01 2.632139e-02 3.854316e-05 10 Nonlinear solution status: time= 1.51 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.617458 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 9.803305e-04 0.000000e+00 energy 4.175068e+00 4.011459e-05 4.175068e-02 displacement 3.532056e+01 4.000562e-03 3.857650e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285121 11 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.475565 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 3.142199e-04 0.000000e+00 energy 4.175068e+00 2.865830e-05 4.175068e-02 displacement 3.532056e+01 4.855191e-03 3.825968e-05 12 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 1.262123e-04 0.000000e+00 energy 4.175068e+00 5.832631e-05 4.175068e-02 displacement 3.532056e+01 2.019189e-03 3.860834e-05 13 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 1.123791e-05 0.000000e+00 energy 4.175068e+00 5.175035e-06 4.175068e-02 displacement 3.532056e+01 4.253796e-04 3.866972e-05 14 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.585511 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 3.375404e-06 0.000000e+00 energy 4.175068e+00 8.465634e-07 4.175068e-02 displacement 3.532056e+01 1.295488e-04 3.857605e-05 15 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.973547e+01 1.239089e-06 0.000000e+00 energy 4.175068e+00 4.132504e-07 4.175068e-02 displacement 3.532056e+01 9.988669e-06 3.855890e-05 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285121 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 2.262458e+01 1.887861e-02 0.000000e+00 energy 4.680176e+00 5.169173e-02 4.680176e-02 displacement 3.869525e+01 3.869525e+01 3.869525e-05 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.596953 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 4.253257e-02 0.000000e+00 energy 4.680176e+00 3.511729e-02 4.680176e-02 displacement 3.869525e+01 4.842607e+00 6.525438e-05 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 3.195426e-03 0.000000e+00 energy 4.680176e+00 5.212026e-03 4.680176e-02 displacement 3.869525e+01 5.151077e-01 5.926518e-05 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 5.527413e-03 0.000000e+00 energy 4.680176e+00 1.061660e-03 4.680176e-02 displacement 3.869525e+01 1.940795e+00 4.285932e-05 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.332607 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 3.014893e-03 0.000000e+00 energy 4.680176e+00 5.306066e-04 4.680176e-02 displacement 3.869525e+01 3.867593e-02 4.082523e-05 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.196512 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 1.384019e-03 0.000000e+00 energy 4.680176e+00 2.390521e-04 4.680176e-02 displacement 3.869525e+01 8.034839e-03 4.003816e-05 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.340199 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 1.508284e-03 0.000000e+00 energy 4.680176e+00 4.491792e-04 4.680176e-02 displacement 3.869525e+01 1.001773e-02 4.063522e-05 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.533330 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 2.397695e-03 0.000000e+00 energy 4.680176e+00 7.278394e-04 4.680176e-02 displacement 3.869525e+01 6.170577e-02 4.291921e-05 9 Nonlinear solution status: time= 1.52 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 7.805550e-04 0.000000e+00 energy 4.680176e+00 2.275878e-04 4.680176e-02 displacement 3.869525e+01 5.962435e-02 4.171729e-05 10 Nonlinear solution status: time= 1.52 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 5.266715e-04 0.000000e+00 energy 4.680176e+00 1.904690e-04 4.680176e-02 displacement 3.869525e+01 2.532618e-02 4.074489e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285121 11 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.550214 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 1.099785e-04 0.000000e+00 energy 4.680176e+00 5.052946e-06 4.680176e-02 displacement 3.869525e+01 6.200927e-03 4.108020e-05 12 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 3.327714e-05 0.000000e+00 energy 4.680176e+00 3.491399e-05 4.680176e-02 displacement 3.869525e+01 2.677393e-03 4.113342e-05 13 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 6.819186e-06 0.000000e+00 energy 4.680176e+00 1.894553e-06 4.680176e-02 displacement 3.869525e+01 1.767295e-04 4.105512e-05 14 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.602098 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 1.379164e-06 0.000000e+00 energy 4.680176e+00 7.803274e-07 4.680176e-02 displacement 3.869525e+01 4.815267e-04 4.112284e-05 15 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.486019 convergence norms : INITIAL CURRENT REQUIRED residual 2.262458e+01 7.179894e-07 0.000000e+00 energy 4.680176e+00 2.511715e-07 4.680176e-02 displacement 3.869525e+01 8.385968e-06 4.113873e-05 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285121 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 2.509590e+01 2.789991e-02 0.000000e+00 energy 5.185902e+00 6.972934e-02 5.185902e-02 displacement 3.859104e+01 3.859104e+01 3.859104e-05 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.583333 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 5.894458e-02 0.000000e+00 energy 5.185902e+00 4.079411e-02 5.185902e-02 displacement 3.859104e+01 7.380123e+00 7.573363e-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 2.509590e+01 1.281628e-02 0.000000e+00 energy 5.185902e+00 6.636198e-03 5.185902e-02 displacement 3.859104e+01 8.547431e-01 6.338911e-05 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 1.619310e-02 0.000000e+00 energy 5.185902e+00 9.073751e-03 5.185902e-02 displacement 3.859104e+01 2.699332e+00 4.292348e-05 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.494737 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 1.030290e-02 0.000000e+00 energy 5.185902e+00 2.092438e-03 5.185902e-02 displacement 3.859104e+01 4.590177e-02 4.442528e-05 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.593877 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 4.585835e-03 0.000000e+00 energy 5.185902e+00 5.160567e-03 5.185902e-02 displacement 3.859104e+01 8.996861e-01 5.648579e-05 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 8.755926e-04 0.000000e+00 energy 5.185902e+00 1.552301e-03 5.185902e-02 displacement 3.859104e+01 2.534263e-01 5.004145e-05 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.268768 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 5.881828e-04 0.000000e+00 energy 5.185902e+00 5.297571e-04 5.185902e-02 displacement 3.859104e+01 9.208017e-02 4.681314e-05 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.236947 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 2.123180e-04 0.000000e+00 energy 5.185902e+00 2.819822e-05 5.185902e-02 displacement 3.859104e+01 3.737436e-02 4.457140e-05 10 Nonlinear solution status: time= 1.53 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.258314 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 2.780123e-04 0.000000e+00 energy 5.185902e+00 3.904668e-05 5.185902e-02 displacement 3.859104e+01 6.032193e-03 4.389858e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285175 11 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 1.832125e-05 0.000000e+00 energy 5.185902e+00 6.007123e-05 5.185902e-02 displacement 3.859104e+01 2.669206e-03 4.410232e-05 12 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 6.144680e-05 0.000000e+00 energy 5.185902e+00 6.390837e-05 5.185902e-02 displacement 3.859104e+01 1.992795e-03 4.427161e-05 13 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 2.509613e-06 0.000000e+00 energy 5.185902e+00 5.484841e-06 5.185902e-02 displacement 3.859104e+01 6.051597e-04 4.412020e-05 14 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 2.797521e-06 0.000000e+00 energy 5.185902e+00 4.445313e-06 5.185902e-02 displacement 3.859104e+01 1.827175e-04 4.407943e-05 15 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.509590e+01 3.745015e-07 0.000000e+00 energy 5.185902e+00 1.109891e-06 5.185902e-02 displacement 3.859104e+01 2.612118e-05 4.410413e-05 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285175 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 3.059562e+01 2.527605e-02 0.000000e+00 energy 5.967938e+00 5.952298e-02 5.967938e-02 displacement 4.449906e+01 4.449906e+01 4.449906e-05 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.499385 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 1.805794e-01 0.000000e+00 energy 5.967938e+00 7.215057e-02 5.967938e-02 displacement 4.449906e+01 7.066920e+00 7.731147e-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 3.059562e+01 1.788960e-02 0.000000e+00 energy 5.967938e+00 1.033953e-02 5.967938e-02 displacement 4.449906e+01 8.756374e-01 7.008908e-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 3.059562e+01 2.544586e-02 0.000000e+00 energy 5.967938e+00 1.446809e-03 5.967938e-02 displacement 4.449906e+01 3.367065e+00 4.817319e-05 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.340842 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 1.220408e-02 0.000000e+00 energy 5.967938e+00 4.108845e-04 5.967938e-02 displacement 4.449906e+01 4.710382e-02 4.823611e-05 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.266533 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 4.398227e-03 0.000000e+00 energy 5.967938e+00 3.676727e-04 5.967938e-02 displacement 4.449906e+01 1.098282e-02 4.793168e-05 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 2.419028e-03 0.000000e+00 energy 5.967938e+00 3.541676e-04 5.967938e-02 displacement 4.449906e+01 7.595052e-02 4.860794e-05 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 8.958141e-04 0.000000e+00 energy 5.967938e+00 2.856524e-04 5.967938e-02 displacement 4.449906e+01 1.424296e-02 4.918889e-05 9 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.589058 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 5.601787e-04 0.000000e+00 energy 5.967938e+00 2.287184e-04 5.967938e-02 displacement 4.449906e+01 4.226264e-02 5.035797e-05 10 Nonlinear solution status: time= 1.54 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 1.078631e-04 0.000000e+00 energy 5.967938e+00 5.891292e-05 5.967938e-02 displacement 4.449906e+01 3.424655e-02 4.861499e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 11 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 5.712958e-08 0.000000e+00 energy 5.967938e+00 2.831901e-07 5.967938e-02 displacement 4.449906e+01 8.037031e-04 4.890132e-05 12 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.059562e+01 9.968350e-10 0.000000e+00 energy 5.967938e+00 3.762403e-09 5.967938e-02 displacement 4.449906e+01 1.543290e-06 4.889875e-05 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 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 3.196358e+01 1.064958e-02 0.000000e+00 energy 6.291755e+00 2.536362e-02 6.291755e-02 displacement 4.762821e+01 4.762821e+01 4.762821e-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 3.196358e+01 2.819127e-02 0.000000e+00 energy 6.291755e+00 2.895215e-02 6.291755e-02 displacement 4.762821e+01 6.674845e+00 7.971873e-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 3.196358e+01 3.935788e-03 0.000000e+00 energy 6.291755e+00 6.298105e-03 6.291755e-02 displacement 4.762821e+01 9.064834e-01 6.659465e-05 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 5.196967e-03 0.000000e+00 energy 6.291755e+00 1.796893e-03 6.291755e-02 displacement 4.762821e+01 1.818925e+00 5.079606e-05 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 7.074678e-04 0.000000e+00 energy 6.291755e+00 1.559780e-05 6.291755e-02 displacement 4.762821e+01 7.840200e-02 5.383840e-05 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.384951 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 5.465480e-04 0.000000e+00 energy 6.291755e+00 7.724136e-05 6.291755e-02 displacement 4.762821e+01 1.902343e-03 5.370520e-05 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.601843 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 5.184354e-04 0.000000e+00 energy 6.291755e+00 3.892913e-05 6.291755e-02 displacement 4.762821e+01 3.361028e-03 5.411597e-05 8 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.433968 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 3.686926e-04 0.000000e+00 energy 6.291755e+00 4.996639e-05 6.291755e-02 displacement 4.762821e+01 1.032747e-03 5.424211e-05 9 Nonlinear solution status: time= 1.55 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 3.410005e-05 0.000000e+00 energy 6.291755e+00 2.665601e-05 6.291755e-02 displacement 4.762821e+01 2.333880e-03 5.376804e-05 10 Nonlinear solution status: time= 1.55 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.611785 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 2.093986e-05 0.000000e+00 energy 6.291755e+00 3.778103e-06 6.291755e-02 displacement 4.762821e+01 4.766215e-04 5.364095e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285301 11 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.519951 convergence norms : INITIAL CURRENT REQUIRED residual 3.196358e+01 5.554658e-06 0.000000e+00 energy 6.291755e+00 6.918817e-07 6.291755e-02 displacement 4.762821e+01 3.898238e-05 5.361237e-05 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285355 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 3.244748e+01 1.491006e-02 0.000000e+00 energy 6.516483e+00 4.896833e-02 6.516483e-02 displacement 5.084043e+01 5.084043e+01 5.084043e-05 2 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.570435 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 2.899278e-02 0.000000e+00 energy 6.516483e+00 2.574011e-02 6.516483e-02 displacement 5.084043e+01 3.155327e+00 7.494677e-05 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 2.941758e-03 0.000000e+00 energy 6.516483e+00 3.121534e-03 6.516483e-02 displacement 5.084043e+01 2.061270e-01 6.898352e-05 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 1.035955e-02 0.000000e+00 energy 6.516483e+00 6.494804e-03 6.516483e-02 displacement 5.084043e+01 1.194435e+00 5.700368e-05 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.248866 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 6.187543e-03 0.000000e+00 energy 6.516483e+00 9.646445e-04 6.516483e-02 displacement 5.084043e+01 2.908204e-02 5.778355e-05 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 3.989646e-03 0.000000e+00 energy 6.516483e+00 5.336924e-03 6.516483e-02 displacement 5.084043e+01 6.301650e-01 6.811211e-05 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 5.528467e-04 0.000000e+00 energy 6.516483e+00 1.533244e-03 6.516483e-02 displacement 5.084043e+01 1.434727e-01 6.398680e-05 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.303831 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 1.632374e-04 0.000000e+00 energy 6.516483e+00 4.156737e-04 6.516483e-02 displacement 5.084043e+01 4.114500e-02 6.257128e-05 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.269930 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 8.017246e-05 0.000000e+00 energy 6.516483e+00 6.351689e-05 6.516483e-02 displacement 5.084043e+01 3.199486e-02 6.279543e-05 10 Nonlinear solution status: time= 1.56 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.232299 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 1.242939e-04 0.000000e+00 energy 6.516483e+00 6.374921e-05 6.516483e-02 displacement 5.084043e+01 3.727352e-03 6.283964e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285463 11 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.584473 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 4.281374e-05 0.000000e+00 energy 6.516483e+00 6.779131e-06 6.516483e-02 displacement 5.084043e+01 8.875571e-04 6.266272e-05 12 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.608012 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 9.435033e-06 0.000000e+00 energy 6.516483e+00 1.584563e-05 6.516483e-02 displacement 5.084043e+01 5.288810e-03 6.332463e-05 13 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.244748e+01 8.881670e-07 0.000000e+00 energy 6.516483e+00 1.387947e-06 6.516483e-02 displacement 5.084043e+01 6.169149e-05 6.332735e-05 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285463 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 3.591391e+01 2.834856e-02 0.000000e+00 energy 7.264560e+00 5.563588e-02 7.264560e-02 displacement 5.764912e+01 5.764912e+01 5.764912e-05 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.550539 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 7.638269e-02 0.000000e+00 energy 7.264560e+00 4.559540e-02 7.264560e-02 displacement 5.764912e+01 3.801573e+00 8.006846e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 7.772780e-03 0.000000e+00 energy 7.264560e+00 3.673606e-03 7.264560e-02 displacement 5.764912e+01 1.097644e+00 8.003846e-05 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 1.064864e-02 0.000000e+00 energy 7.264560e+00 1.913789e-03 7.264560e-02 displacement 5.764912e+01 1.887099e+00 6.959247e-05 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.547988 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 3.363282e-03 0.000000e+00 energy 7.264560e+00 4.984291e-04 7.264560e-02 displacement 5.764912e+01 1.747230e-01 6.470770e-05 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.182733 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 1.538635e-03 0.000000e+00 energy 7.264560e+00 3.145320e-04 7.264560e-02 displacement 5.764912e+01 2.991103e-02 6.308589e-05 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.282541 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 1.317256e-03 0.000000e+00 energy 7.264560e+00 2.892841e-04 7.264560e-02 displacement 5.764912e+01 2.401421e-02 6.189717e-05 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.526583 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 2.684339e-03 0.000000e+00 energy 7.264560e+00 5.691390e-04 7.264560e-02 displacement 5.764912e+01 1.235687e-01 6.143847e-05 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.629224 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 3.143068e-03 0.000000e+00 energy 7.264560e+00 5.730983e-04 7.264560e-02 displacement 5.764912e+01 7.452603e-02 6.160541e-05 10 Nonlinear solution status: time= 1.57 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 4.639821e-04 0.000000e+00 energy 7.264560e+00 2.172217e-04 7.264560e-02 displacement 5.764912e+01 1.065003e-01 6.210910e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285445 11 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.231273 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 2.553164e-04 0.000000e+00 energy 7.264560e+00 1.394157e-04 7.264560e-02 displacement 5.764912e+01 2.623733e-03 6.159395e-05 12 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.039099 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 1.937005e-04 0.000000e+00 energy 7.264560e+00 1.504558e-05 7.264560e-02 displacement 5.764912e+01 1.864920e-04 6.152710e-05 13 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.544419 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 3.057260e-05 0.000000e+00 energy 7.264560e+00 2.371501e-05 7.264560e-02 displacement 5.764912e+01 1.641326e-03 6.149695e-05 14 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 1.387613e-05 0.000000e+00 energy 7.264560e+00 1.545474e-05 7.264560e-02 displacement 5.764912e+01 8.361803e-04 6.136388e-05 15 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.617331 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 4.329513e-06 0.000000e+00 energy 7.264560e+00 1.614747e-06 7.264560e-02 displacement 5.764912e+01 3.974313e-04 6.127717e-05 16 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.593421 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 1.553992e-06 0.000000e+00 energy 7.264560e+00 1.030788e-06 7.264560e-02 displacement 5.764912e+01 9.483414e-05 6.129044e-05 17 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.544502 convergence norms : INITIAL CURRENT REQUIRED residual 3.591391e+01 4.618954e-07 0.000000e+00 energy 7.264560e+00 3.308642e-07 7.264560e-02 displacement 5.764912e+01 1.031315e-05 6.127121e-05 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285463 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 3.765842e+01 5.581101e-02 0.000000e+00 energy 7.646389e+00 8.704153e-02 7.646389e-02 displacement 6.011115e+01 6.011115e+01 6.011115e-05 2 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.327681 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 6.011365e-01 0.000000e+00 energy 7.646389e+00 1.373669e-01 7.646389e-02 displacement 6.011115e+01 1.503700e+01 1.068992e-04 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 3.765842e+01 1.520306e-01 0.000000e+00 energy 7.646389e+00 3.847587e-03 7.646389e-02 displacement 6.011115e+01 8.347337e-01 1.056002e-04 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 1.120095e-01 0.000000e+00 energy 7.646389e+00 3.378811e-03 7.646389e-02 displacement 6.011115e+01 5.656243e+00 7.388352e-05 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 1.414542e-02 0.000000e+00 energy 7.646389e+00 2.712320e-03 7.646389e-02 displacement 6.011115e+01 3.921031e+00 6.372479e-05 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 9.325980e-03 0.000000e+00 energy 7.646389e+00 9.514768e-04 7.646389e-02 displacement 6.011115e+01 1.121887e-01 6.562429e-05 7 Nonlinear solution status: time= 1.58 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 5.177302e-03 0.000000e+00 energy 7.646389e+00 4.488267e-04 7.646389e-02 displacement 6.011115e+01 1.561594e-01 6.478325e-05 8 Nonlinear solution status: time= 1.58 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.304578 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 3.457040e-03 0.000000e+00 energy 7.646389e+00 4.093098e-04 7.646389e-02 displacement 6.011115e+01 1.734936e-02 6.381939e-05 9 Nonlinear solution status: time= 1.58 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.164146 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 2.430661e-03 0.000000e+00 energy 7.646389e+00 8.267516e-05 7.646389e-02 displacement 6.011115e+01 7.501290e-03 6.275271e-05 10 Nonlinear solution status: time= 1.58 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.143328 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 1.442639e-03 0.000000e+00 energy 7.646389e+00 8.595520e-05 7.646389e-02 displacement 6.011115e+01 2.183445e-03 6.233765e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285679 11 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 8.522341e-04 0.000000e+00 energy 7.646389e+00 4.820853e-04 7.646389e-02 displacement 6.011115e+01 9.897930e-03 6.174299e-05 12 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 2.008539e-04 0.000000e+00 energy 7.646389e+00 1.318962e-04 7.646389e-02 displacement 6.011115e+01 1.684704e-03 6.198751e-05 13 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 1.264680e-06 0.000000e+00 energy 7.646389e+00 5.917026e-07 7.646389e-02 displacement 6.011115e+01 3.080490e-04 6.191086e-05 14 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765842e+01 4.316810e-07 0.000000e+00 energy 7.646389e+00 3.217590e-07 7.646389e-02 displacement 6.011115e+01 2.163601e-05 6.186950e-05 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285733 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 4.442638e+01 1.379586e-02 0.000000e+00 energy 8.652616e+00 4.433611e-02 8.652616e-02 displacement 6.614748e+01 6.614748e+01 6.614748e-05 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.563513 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 3.514579e-02 0.000000e+00 energy 8.652616e+00 2.132485e-02 8.652616e-02 displacement 6.614748e+01 4.177404e+00 9.422933e-05 3 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 3.282755e-03 0.000000e+00 energy 8.652616e+00 3.000763e-03 8.652616e-02 displacement 6.614748e+01 1.665751e-01 9.176005e-05 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 4.046292e-03 0.000000e+00 energy 8.652616e+00 4.030322e-04 8.652616e-02 displacement 6.614748e+01 1.244385e+00 7.589172e-05 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.303214 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 2.097677e-03 0.000000e+00 energy 8.652616e+00 4.728710e-05 8.652616e-02 displacement 6.614748e+01 9.018220e-03 7.504843e-05 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.223665 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 1.287044e-03 0.000000e+00 energy 8.652616e+00 2.831262e-05 8.652616e-02 displacement 6.614748e+01 3.568969e-03 7.549692e-05 7 Nonlinear solution status: time= 1.59 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.603609 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 5.326218e-04 0.000000e+00 energy 8.652616e+00 1.577084e-04 8.652616e-02 displacement 6.614748e+01 1.365843e-02 7.672138e-05 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.598237 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 4.374917e-04 0.000000e+00 energy 8.652616e+00 2.291776e-05 8.652616e-02 displacement 6.614748e+01 4.067974e-03 7.615694e-05 9 Nonlinear solution status: time= 1.59 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.389270 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 2.061249e-04 0.000000e+00 energy 8.652616e+00 1.241398e-05 8.652616e-02 displacement 6.614748e+01 2.322018e-03 7.550493e-05 10 Nonlinear solution status: time= 1.59 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.554888 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 6.138845e-05 0.000000e+00 energy 8.652616e+00 1.754579e-05 8.652616e-02 displacement 6.614748e+01 1.793778e-03 7.508655e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285805 11 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 8.908748e-06 0.000000e+00 energy 8.652616e+00 8.205942e-06 8.652616e-02 displacement 6.614748e+01 5.580897e-04 7.486957e-05 12 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 3.139449e-05 0.000000e+00 energy 8.652616e+00 8.945885e-06 8.652616e-02 displacement 6.614748e+01 4.789779e-04 7.481497e-05 13 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.442638e+01 9.855066e-07 0.000000e+00 energy 8.652616e+00 4.264918e-07 8.652616e-02 displacement 6.614748e+01 5.221693e-05 7.481045e-05 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285787 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 4.839323e+01 2.808872e-02 0.000000e+00 energy 9.254084e+00 7.725007e-02 9.254084e-02 displacement 7.019795e+01 7.019795e+01 7.019795e-05 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.553552 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 8.264560e-02 0.000000e+00 energy 9.254084e+00 4.829958e-02 9.254084e-02 displacement 7.019795e+01 4.836174e+00 1.025175e-04 3 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 1.510637e-02 0.000000e+00 energy 9.254084e+00 1.932083e-03 9.254084e-02 displacement 7.019795e+01 2.496541e-01 9.916285e-05 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 4.936914e-02 0.000000e+00 energy 9.254084e+00 1.586118e-02 9.254084e-02 displacement 7.019795e+01 2.490771e+00 7.903659e-05 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.472996 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 2.855100e-02 0.000000e+00 energy 9.254084e+00 8.967386e-04 9.254084e-02 displacement 7.019795e+01 8.602299e-02 7.888691e-05 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 9.882196e-03 0.000000e+00 energy 9.254084e+00 5.988007e-03 9.254084e-02 displacement 7.019795e+01 7.041487e-01 8.868640e-05 7 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 2.279770e-03 0.000000e+00 energy 9.254084e+00 1.420077e-03 9.254084e-02 displacement 7.019795e+01 2.232285e-01 8.680373e-05 8 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.265919 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 1.350723e-03 0.000000e+00 energy 9.254084e+00 5.253772e-04 9.254084e-02 displacement 7.019795e+01 7.095965e-02 8.460701e-05 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.165109 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 1.049371e-03 0.000000e+00 energy 9.254084e+00 2.864368e-04 9.254084e-02 displacement 7.019795e+01 2.682945e-02 8.400461e-05 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.104472 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 9.583222e-04 0.000000e+00 energy 9.254084e+00 1.747867e-04 9.254084e-02 displacement 7.019795e+01 1.449285e-02 8.338033e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285769 11 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.122919 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 3.588879e-04 0.000000e+00 energy 9.254084e+00 9.563317e-05 9.254084e-02 displacement 7.019795e+01 1.087291e-02 8.239973e-05 12 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.112972 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 5.017779e-04 0.000000e+00 energy 9.254084e+00 5.909340e-05 9.254084e-02 displacement 7.019795e+01 7.209560e-04 8.217486e-05 13 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.298297 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 4.022057e-04 0.000000e+00 energy 9.254084e+00 9.554629e-05 9.254084e-02 displacement 7.019795e+01 6.882213e-03 8.151055e-05 14 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.344432 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 1.140300e-04 0.000000e+00 energy 9.254084e+00 6.555831e-05 9.254084e-02 displacement 7.019795e+01 1.123639e-02 8.105751e-05 15 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.160212 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 1.482568e-04 0.000000e+00 energy 9.254084e+00 1.653592e-05 9.254084e-02 displacement 7.019795e+01 2.680792e-04 8.111479e-05 16 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.608466 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 4.077710e-05 0.000000e+00 energy 9.254084e+00 1.662801e-05 9.254084e-02 displacement 7.019795e+01 7.439685e-04 8.120019e-05 17 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.422613 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 1.494961e-05 0.000000e+00 energy 9.254084e+00 8.358394e-06 9.254084e-02 displacement 7.019795e+01 5.031661e-04 8.119155e-05 18 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 5.586290e-06 0.000000e+00 energy 9.254084e+00 4.259594e-06 9.254084e-02 displacement 7.019795e+01 6.068598e-04 8.104932e-05 19 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.839323e+01 4.973918e-06 0.000000e+00 energy 9.254084e+00 3.056010e-06 9.254084e-02 displacement 7.019795e+01 3.432731e-05 8.103387e-05 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285859 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 5.266633e+01 1.593372e-01 0.000000e+00 energy 9.906715e+00 1.677701e-01 9.906715e-02 displacement 7.616661e+01 7.616661e+01 7.616661e-05 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.192439 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 8.200993e-01 0.000000e+00 energy 9.906715e+00 1.593011e-01 9.906715e-02 displacement 7.616661e+01 1.899819e+01 1.461193e-04 3 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 6.715550e-01 0.000000e+00 energy 9.906715e+00 3.321366e-02 9.906715e-02 displacement 7.616661e+01 2.043454e+00 1.580195e-04 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 2.530977e-01 0.000000e+00 energy 9.906715e+00 3.081791e-03 9.906715e-02 displacement 7.616661e+01 2.605709e+00 1.301971e-04 5 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 6.338261e-02 0.000000e+00 energy 9.906715e+00 1.185877e-03 9.906715e-02 displacement 7.616661e+01 7.452509e+00 1.014015e-04 6 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 2.175433e-02 0.000000e+00 energy 9.906715e+00 2.334144e-03 9.906715e-02 displacement 7.616661e+01 6.685528e-01 1.002831e-04 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.368024 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 1.436763e-02 0.000000e+00 energy 9.906715e+00 1.550966e-03 9.906715e-02 displacement 7.616661e+01 5.224194e-02 9.762766e-05 8 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.211609 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 1.044643e-02 0.000000e+00 energy 9.906715e+00 4.226290e-04 9.906715e-02 displacement 7.616661e+01 2.570769e-02 9.542671e-05 9 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.096751 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 5.852245e-03 0.000000e+00 energy 9.906715e+00 6.673280e-04 9.906715e-02 displacement 7.616661e+01 3.327123e-02 9.338209e-05 10 Nonlinear solution status: time= 1.61 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.138954 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 3.710559e-03 0.000000e+00 energy 9.906715e+00 2.530322e-04 9.906715e-02 displacement 7.616661e+01 1.313969e-02 9.231035e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285967 11 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.098246 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 2.746901e-03 0.000000e+00 energy 9.906715e+00 2.756509e-04 9.906715e-02 displacement 7.616661e+01 2.052092e-03 9.175307e-05 12 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.375345 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 1.995172e-03 0.000000e+00 energy 9.906715e+00 2.825369e-04 9.906715e-02 displacement 7.616661e+01 9.248992e-03 9.135396e-05 13 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.370142 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 4.625147e-04 0.000000e+00 energy 9.906715e+00 2.219599e-04 9.906715e-02 displacement 7.616661e+01 1.672305e-02 9.057924e-05 14 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.576789 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 1.847030e-03 0.000000e+00 energy 9.906715e+00 4.226758e-04 9.906715e-02 displacement 7.616661e+01 3.407215e-02 9.031956e-05 15 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 3.621000e-04 0.000000e+00 energy 9.906715e+00 1.154977e-04 9.906715e-02 displacement 7.616661e+01 6.570311e-03 8.973742e-05 16 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 6.253683e-04 0.000000e+00 energy 9.906715e+00 1.433288e-04 9.906715e-02 displacement 7.616661e+01 9.432096e-03 8.974909e-05 17 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 2.281655e-04 0.000000e+00 energy 9.906715e+00 9.940191e-05 9.906715e-02 displacement 7.616661e+01 2.035416e-03 8.999341e-05 18 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 2.501914e-04 0.000000e+00 energy 9.906715e+00 1.039186e-04 9.906715e-02 displacement 7.616661e+01 9.500400e-03 8.930081e-05 19 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 5.016405e-05 0.000000e+00 energy 9.906715e+00 2.668019e-05 9.906715e-02 displacement 7.616661e+01 8.924725e-04 8.933766e-05 20 Nonlinear solution status: time= 1.61 stiffness updates = 9 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 6.065673e-05 0.000000e+00 energy 9.906715e+00 2.130132e-05 9.906715e-02 displacement 7.616661e+01 1.334710e-03 8.941581e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285949 21 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 6.209170e-08 0.000000e+00 energy 9.906715e+00 5.243929e-08 9.906715e-02 displacement 7.616661e+01 4.546005e-04 8.932172e-05 22 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 33 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.266633e+01 1.586203e-08 0.000000e+00 energy 9.906715e+00 1.314026e-08 9.906715e-02 displacement 7.616661e+01 3.191162e-05 8.927010e-05 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285949 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 5.345494e+01 2.940988e-02 0.000000e+00 energy 1.051113e+01 8.187074e-02 1.051113e-01 displacement 8.373787e+01 8.373787e+01 8.373787e-05 2 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.455047 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 9.011386e-02 0.000000e+00 energy 1.051113e+01 5.809422e-02 1.051113e-01 displacement 8.373787e+01 2.910171e+00 1.065604e-04 3 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 1.815744e-01 0.000000e+00 energy 1.051113e+01 4.368209e-02 1.051113e-01 displacement 8.373787e+01 6.367978e-01 1.133791e-04 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 5.921416e-02 0.000000e+00 energy 1.051113e+01 7.784776e-03 1.051113e-01 displacement 8.373787e+01 1.063749e+00 9.931769e-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 5.345494e+01 1.168027e-02 0.000000e+00 energy 1.051113e+01 1.778834e-03 1.051113e-01 displacement 8.373787e+01 2.382445e+00 9.305284e-05 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.564949 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 6.137320e-03 0.000000e+00 energy 1.051113e+01 6.150344e-04 1.051113e-01 displacement 8.373787e+01 1.170246e-01 9.698840e-05 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.551822 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 9.314050e-03 0.000000e+00 energy 1.051113e+01 2.133270e-03 1.051113e-01 displacement 8.373787e+01 3.514372e-01 1.050174e-04 8 Nonlinear solution status: time= 1.62 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 2.500290e-03 0.000000e+00 energy 1.051113e+01 3.795949e-04 1.051113e-01 displacement 8.373787e+01 9.944332e-02 1.022524e-04 9 Nonlinear solution status: time= 1.62 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.424027 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 9.644429e-04 0.000000e+00 energy 1.051113e+01 3.144361e-04 1.051113e-01 displacement 8.373787e+01 7.448569e-02 9.815270e-05 10 Nonlinear solution status: time= 1.62 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.363817 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 6.239643e-04 0.000000e+00 energy 1.051113e+01 1.177723e-04 1.051113e-01 displacement 8.373787e+01 1.142223e-02 9.683394e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286021 11 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.156222 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 4.840705e-04 0.000000e+00 energy 1.051113e+01 3.817719e-05 1.051113e-01 displacement 8.373787e+01 1.919897e-03 9.624846e-05 12 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.130300 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 3.673299e-04 0.000000e+00 energy 1.051113e+01 3.157941e-05 1.051113e-01 displacement 8.373787e+01 1.345234e-03 9.597655e-05 13 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.620121 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 8.614521e-05 0.000000e+00 energy 1.051113e+01 7.863873e-05 1.051113e-01 displacement 8.373787e+01 2.631531e-03 9.558116e-05 14 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 6.200493e-05 0.000000e+00 energy 1.051113e+01 5.052101e-05 1.051113e-01 displacement 8.373787e+01 1.085185e-03 9.593999e-05 15 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 7.777379e-06 0.000000e+00 energy 1.051113e+01 4.981295e-06 1.051113e-01 displacement 8.373787e+01 4.660655e-04 9.565158e-05 16 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.459855 convergence norms : INITIAL CURRENT REQUIRED residual 5.345494e+01 4.024155e-06 0.000000e+00 energy 1.051113e+01 3.177152e-06 1.051113e-01 displacement 8.373787e+01 6.515763e-05 9.556533e-05 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286021 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 5.967907e+01 1.366036e-01 0.000000e+00 energy 1.147444e+01 1.001468e-01 1.147444e-01 displacement 8.587323e+01 8.587323e+01 8.587323e-05 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.346081 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 8.750820e-01 0.000000e+00 energy 1.147444e+01 1.424492e-01 1.147444e-01 displacement 8.587323e+01 1.622630e+01 1.464841e-04 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 3.769595e-01 0.000000e+00 energy 1.147444e+01 1.066534e-02 1.147444e-01 displacement 8.587323e+01 1.480742e+00 1.403178e-04 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 9.362887e-02 0.000000e+00 energy 1.147444e+01 4.533974e-03 1.147444e-01 displacement 8.587323e+01 4.675674e+00 1.037419e-04 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 3.296635e-02 0.000000e+00 energy 1.147444e+01 6.335780e-04 1.147444e-01 displacement 8.587323e+01 3.444382e+00 9.186725e-05 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 2.991985e-02 0.000000e+00 energy 1.147444e+01 7.989308e-04 1.147444e-01 displacement 8.587323e+01 9.641442e-01 9.562043e-05 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.484767 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 1.752412e-02 0.000000e+00 energy 1.147444e+01 1.011052e-03 1.147444e-01 displacement 8.587323e+01 1.496221e-02 9.605209e-05 8 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.168349 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 1.321192e-02 0.000000e+00 energy 1.147444e+01 1.003445e-04 1.147444e-01 displacement 8.587323e+01 2.853861e-03 9.578427e-05 9 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.625767 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 1.589517e-03 0.000000e+00 energy 1.147444e+01 2.370080e-04 1.147444e-01 displacement 8.587323e+01 2.520171e-01 9.675994e-05 10 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 5.290409e-03 0.000000e+00 energy 1.147444e+01 4.620906e-04 1.147444e-01 displacement 8.587323e+01 3.336739e-02 9.882984e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286111 11 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.141862 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 3.843567e-03 0.000000e+00 energy 1.147444e+01 2.148817e-04 1.147444e-01 displacement 8.587323e+01 7.746910e-03 9.779721e-05 12 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.282871 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 1.574109e-03 0.000000e+00 energy 1.147444e+01 4.280605e-05 1.147444e-01 displacement 8.587323e+01 8.617221e-03 9.683344e-05 13 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.235290 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 5.364257e-04 0.000000e+00 energy 1.147444e+01 1.319056e-04 1.147444e-01 displacement 8.587323e+01 5.614345e-03 9.602220e-05 14 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.550845 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 4.643910e-04 0.000000e+00 energy 1.147444e+01 2.257033e-04 1.147444e-01 displacement 8.587323e+01 1.553546e-02 9.628429e-05 15 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 7.485438e-05 0.000000e+00 energy 1.147444e+01 1.368880e-05 1.147444e-01 displacement 8.587323e+01 8.947787e-04 9.631592e-05 16 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 6.521945e-05 0.000000e+00 energy 1.147444e+01 3.598897e-05 1.147444e-01 displacement 8.587323e+01 1.699584e-03 9.619341e-05 17 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.556393 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 4.414495e-05 0.000000e+00 energy 1.147444e+01 6.269398e-06 1.147444e-01 displacement 8.587323e+01 1.238316e-04 9.619652e-05 18 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.611036 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 7.358451e-06 0.000000e+00 energy 1.147444e+01 7.725943e-06 1.147444e-01 displacement 8.587323e+01 4.255159e-04 9.628341e-05 19 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 6.596997e-06 0.000000e+00 energy 1.147444e+01 5.061525e-06 1.147444e-01 displacement 8.587323e+01 2.187834e-04 9.609148e-05 20 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 3.292423e-07 0.000000e+00 energy 1.147444e+01 5.817406e-07 1.147444e-01 displacement 8.587323e+01 1.140231e-04 9.621423e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286201 21 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.967907e+01 3.402878e-09 0.000000e+00 energy 1.147444e+01 2.984124e-09 1.147444e-01 displacement 8.587323e+01 2.314175e-06 9.622479e-05 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286201 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 6.333946e+01 5.598774e-02 0.000000e+00 energy 1.211487e+01 1.013954e-01 1.211487e-01 displacement 9.039047e+01 9.039047e+01 9.039047e-05 2 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.411359 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 3.879124e-01 0.000000e+00 energy 1.211487e+01 8.763667e-02 1.211487e-01 displacement 9.039047e+01 7.912357e+00 1.259421e-04 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 6.333946e+01 2.866214e-01 0.000000e+00 energy 1.211487e+01 1.335365e-02 1.211487e-01 displacement 9.039047e+01 3.934529e-01 1.254693e-04 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 6.333946e+01 1.442838e-01 0.000000e+00 energy 1.211487e+01 7.382016e-04 1.211487e-01 displacement 9.039047e+01 3.412888e+00 1.031462e-04 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.550223 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 2.825904e-02 0.000000e+00 energy 1.211487e+01 2.332373e-03 1.211487e-01 displacement 9.039047e+01 2.484292e-01 9.796544e-05 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.398242 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 7.151092e-03 0.000000e+00 energy 1.211487e+01 5.140082e-05 1.211487e-01 displacement 9.039047e+01 1.102850e-01 9.522191e-05 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.205550 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 5.702660e-03 0.000000e+00 energy 1.211487e+01 9.553028e-04 1.211487e-01 displacement 9.039047e+01 8.210892e-02 9.507240e-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 6.333946e+01 1.680684e-02 0.000000e+00 energy 1.211487e+01 2.231735e-03 1.211487e-01 displacement 9.039047e+01 8.246606e-02 9.812628e-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 6.333946e+01 2.154054e-03 0.000000e+00 energy 1.211487e+01 5.618842e-06 1.211487e-01 displacement 9.039047e+01 1.548153e-01 9.766147e-05 10 Nonlinear solution status: time= 1.64 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.596639 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 1.139182e-03 0.000000e+00 energy 1.211487e+01 1.476481e-04 1.211487e-01 displacement 9.039047e+01 1.613288e-02 9.712748e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286183 11 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.148042 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 7.098901e-04 0.000000e+00 energy 1.211487e+01 1.975538e-04 1.211487e-01 displacement 9.039047e+01 6.620754e-03 9.634630e-05 12 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.091692 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 4.777329e-04 0.000000e+00 energy 1.211487e+01 1.350648e-06 1.211487e-01 displacement 9.039047e+01 1.280348e-03 9.595022e-05 13 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.528740 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 7.516160e-05 0.000000e+00 energy 1.211487e+01 2.606576e-05 1.211487e-01 displacement 9.039047e+01 9.144626e-03 9.588196e-05 14 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.268081 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 3.499968e-05 0.000000e+00 energy 1.211487e+01 9.433341e-06 1.211487e-01 displacement 9.039047e+01 1.118206e-03 9.612403e-05 15 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.442640 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 1.843997e-05 0.000000e+00 energy 1.211487e+01 1.154024e-05 1.211487e-01 displacement 9.039047e+01 1.977209e-03 9.628145e-05 16 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.550900 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 1.138812e-05 0.000000e+00 energy 1.211487e+01 3.808155e-06 1.211487e-01 displacement 9.039047e+01 1.612117e-04 9.613966e-05 17 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.440771 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 4.932625e-06 0.000000e+00 energy 1.211487e+01 2.527505e-06 1.211487e-01 displacement 9.039047e+01 1.316276e-04 9.612543e-05 18 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.547564 convergence norms : INITIAL CURRENT REQUIRED residual 6.333946e+01 2.517562e-06 0.000000e+00 energy 1.211487e+01 1.210988e-06 1.211487e-01 displacement 9.039047e+01 5.962563e-05 9.621991e-05 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286381 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 7.238534e+01 2.247401e-02 0.000000e+00 energy 1.345314e+01 4.955260e-02 1.345314e-01 displacement 9.760476e+01 9.760476e+01 9.760476e-05 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.509930 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 5.318331e-02 0.000000e+00 energy 1.345314e+01 3.628538e-02 1.345314e-01 displacement 9.760476e+01 3.086709e+00 1.194956e-04 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 2.378046e-02 0.000000e+00 energy 1.345314e+01 1.746734e-03 1.345314e-01 displacement 9.760476e+01 2.227118e-01 1.174846e-04 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 1.941551e-02 0.000000e+00 energy 1.345314e+01 3.650190e-04 1.345314e-01 displacement 9.760476e+01 1.402192e+00 1.060943e-04 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 3.917588e-03 0.000000e+00 energy 1.345314e+01 1.033590e-03 1.345314e-01 displacement 9.760476e+01 4.493724e-01 1.053082e-04 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 4.603898e-03 0.000000e+00 energy 1.345314e+01 2.944979e-04 1.345314e-01 displacement 9.760476e+01 3.290100e-02 1.056345e-04 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 1.786251e-03 0.000000e+00 energy 1.345314e+01 5.734006e-05 1.345314e-01 displacement 9.760476e+01 2.093328e-02 1.042508e-04 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.276523 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 7.338266e-04 0.000000e+00 energy 1.345314e+01 5.084408e-05 1.345314e-01 displacement 9.760476e+01 2.804882e-03 1.039563e-04 9 Nonlinear solution status: time= 1.65 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.626486 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 1.547460e-03 0.000000e+00 energy 1.345314e+01 1.017514e-04 1.345314e-01 displacement 9.760476e+01 6.583565e-03 1.043625e-04 10 Nonlinear solution status: time= 1.65 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 5.871521e-04 0.000000e+00 energy 1.345314e+01 1.032780e-04 1.345314e-01 displacement 9.760476e+01 2.293067e-02 1.044068e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286417 11 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 9.225596e-05 0.000000e+00 energy 1.345314e+01 6.928146e-05 1.345314e-01 displacement 9.760476e+01 5.496854e-03 1.036864e-04 12 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 3.229135e-05 0.000000e+00 energy 1.345314e+01 1.913843e-05 1.345314e-01 displacement 9.760476e+01 3.674835e-03 1.043271e-04 13 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 8.603513e-06 0.000000e+00 energy 1.345314e+01 4.625018e-08 1.345314e-01 displacement 9.760476e+01 2.167032e-04 1.042456e-04 14 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 6.776459e-06 0.000000e+00 energy 1.345314e+01 2.745481e-06 1.345314e-01 displacement 9.760476e+01 3.368199e-04 1.040608e-04 15 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.238534e+01 9.660658e-07 0.000000e+00 energy 1.345314e+01 8.494022e-07 1.345314e-01 displacement 9.760476e+01 5.154034e-05 1.041121e-04 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286417 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 7.955842e-02 0.000000e+00 energy 1.433499e+01 1.145425e-01 1.433499e-01 displacement 1.018626e+02 1.018626e+02 1.018626e-04 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.392998 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 5.711431e-01 0.000000e+00 energy 1.433499e+01 1.421615e-01 1.433499e-01 displacement 1.018626e+02 1.568929e+01 1.517177e-04 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 4.172254e-01 0.000000e+00 energy 1.433499e+01 2.279843e-02 1.433499e-01 displacement 1.018626e+02 4.908896e+00 1.541159e-04 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 3.286533e-01 0.000000e+00 energy 1.433499e+01 5.572172e-03 1.433499e-01 displacement 1.018626e+02 7.112824e+00 1.213421e-04 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.538322 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 8.278737e-02 0.000000e+00 energy 1.433499e+01 5.566118e-03 1.433499e-01 displacement 1.018626e+02 3.127472e+00 1.114394e-04 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.594090e-02 0.000000e+00 energy 1.433499e+01 6.521209e-03 1.433499e-01 displacement 1.018626e+02 2.722418e+00 1.103654e-04 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.534293 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 5.206805e-02 0.000000e+00 energy 1.433499e+01 3.253345e-03 1.433499e-01 displacement 1.018626e+02 1.597896e-01 1.142763e-04 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 2.505113e-03 0.000000e+00 energy 1.433499e+01 3.199728e-04 1.433499e-01 displacement 1.018626e+02 1.474091e+00 1.114237e-04 9 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.600197 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 2.254218e-03 0.000000e+00 energy 1.433499e+01 8.027419e-05 1.433499e-01 displacement 1.018626e+02 2.370902e-02 1.091994e-04 10 Nonlinear solution status: time= 1.66 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.363640 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 2.096502e-03 0.000000e+00 energy 1.433499e+01 2.491206e-04 1.433499e-01 displacement 1.018626e+02 1.016487e-01 1.080981e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286399 11 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.111026 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.712706e-03 0.000000e+00 energy 1.433499e+01 7.114667e-04 1.433499e-01 displacement 1.018626e+02 9.960119e-03 1.072055e-04 12 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.052265 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.289219e-03 0.000000e+00 energy 1.433499e+01 1.467075e-04 1.433499e-01 displacement 1.018626e+02 2.685159e-03 1.068604e-04 13 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.059597 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.084638e-03 0.000000e+00 energy 1.433499e+01 1.271347e-04 1.433499e-01 displacement 1.018626e+02 6.823788e-04 1.068384e-04 14 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.170886 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 9.104298e-04 0.000000e+00 energy 1.433499e+01 7.780235e-05 1.433499e-01 displacement 1.018626e+02 1.360319e-03 1.067112e-04 15 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.155684 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 2.788058e-04 0.000000e+00 energy 1.433499e+01 3.838510e-05 1.433499e-01 displacement 1.018626e+02 3.938660e-03 1.065914e-04 16 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.239990 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.550142e-04 0.000000e+00 energy 1.433499e+01 9.422883e-05 1.433499e-01 displacement 1.018626e+02 1.531668e-03 1.067876e-04 17 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.358422 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.739885e-04 0.000000e+00 energy 1.433499e+01 8.258027e-05 1.433499e-01 displacement 1.018626e+02 2.077620e-03 1.073224e-04 18 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 1.474646e-04 0.000000e+00 energy 1.433499e+01 7.427721e-05 1.433499e-01 displacement 1.018626e+02 5.510256e-04 1.071039e-04 19 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 39 stiffness matrix reformations = 2 step from line search = 0.544562 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 7.093549e-05 0.000000e+00 energy 1.433499e+01 2.432274e-05 1.433499e-01 displacement 1.018626e+02 3.627689e-04 1.069007e-04 20 Nonlinear solution status: time= 1.66 stiffness updates = 9 right hand side evaluations = 41 stiffness matrix reformations = 2 step from line search = 0.616060 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 2.561959e-05 0.000000e+00 energy 1.433499e+01 1.655815e-05 1.433499e-01 displacement 1.018626e+02 5.480525e-04 1.070303e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286525 21 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 43 stiffness matrix reformations = 3 step from line search = 0.512905 convergence norms : INITIAL CURRENT REQUIRED residual 7.909674e+01 8.046330e-06 0.000000e+00 energy 1.433499e+01 6.629336e-07 1.433499e-01 displacement 1.018626e+02 5.836493e-05 1.070353e-04 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286525 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 8.726727e+01 8.345902e-03 0.000000e+00 energy 1.555829e+01 2.597440e-02 1.555829e-01 displacement 1.079689e+02 1.079689e+02 1.079689e-04 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.607737 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 5.936606e-03 0.000000e+00 energy 1.555829e+01 5.980523e-03 1.555829e-01 displacement 1.079689e+02 9.335063e-01 1.195665e-04 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 1.164888e-03 0.000000e+00 energy 1.555829e+01 8.053571e-04 1.555829e-01 displacement 1.079689e+02 7.168621e-02 1.183175e-04 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 2.265491e-03 0.000000e+00 energy 1.555829e+01 2.249260e-03 1.555829e-01 displacement 1.079689e+02 3.179295e-01 1.116485e-04 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 9.447586e-04 0.000000e+00 energy 1.555829e+01 6.468010e-04 1.555829e-01 displacement 1.079689e+02 3.892419e-02 1.134489e-04 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 3.623560e-04 0.000000e+00 energy 1.555829e+01 9.102149e-05 1.555829e-01 displacement 1.079689e+02 8.101997e-03 1.129248e-04 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.489320 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 1.303780e-04 0.000000e+00 energy 1.555829e+01 3.770298e-05 1.555829e-01 displacement 1.079689e+02 6.543531e-03 1.119588e-04 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 8.726727e+01 4.462330e-05 0.000000e+00 energy 1.555829e+01 4.965314e-05 1.555829e-01 displacement 1.079689e+02 1.807111e-03 1.114253e-04 9 Nonlinear solution status: time= 1.67 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 2.124979e-05 0.000000e+00 energy 1.555829e+01 1.268376e-05 1.555829e-01 displacement 1.079689e+02 5.971239e-04 1.117109e-04 10 Nonlinear solution status: time= 1.67 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 1.146308e-05 0.000000e+00 energy 1.555829e+01 5.631669e-06 1.555829e-01 displacement 1.079689e+02 4.447510e-04 1.114792e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286723 11 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 7.313270e-06 0.000000e+00 energy 1.555829e+01 4.321331e-06 1.555829e-01 displacement 1.079689e+02 1.998877e-04 1.112951e-04 12 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.632398 convergence norms : INITIAL CURRENT REQUIRED residual 8.726727e+01 3.777667e-06 0.000000e+00 energy 1.555829e+01 2.509063e-06 1.555829e-01 displacement 1.079689e+02 5.196849e-05 1.112612e-04 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286669 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 8.731268e+01 3.392282e-02 0.000000e+00 energy 1.576528e+01 5.147852e-02 1.576528e-01 displacement 1.105104e+02 1.105104e+02 1.105104e-04 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.554868 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 1.172677e-01 0.000000e+00 energy 1.576528e+01 5.237480e-02 1.576528e-01 displacement 1.105104e+02 5.461774e+00 1.433640e-04 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 2.479501e-02 0.000000e+00 energy 1.576528e+01 3.872422e-03 1.576528e-01 displacement 1.105104e+02 9.859407e-01 1.398953e-04 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 1.856146e-02 0.000000e+00 energy 1.576528e+01 8.827719e-04 1.576528e-01 displacement 1.105104e+02 2.628953e+00 1.215361e-04 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 3.175536e-03 0.000000e+00 energy 1.576528e+01 2.763329e-03 1.576528e-01 displacement 1.105104e+02 2.916359e-01 1.206542e-04 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.523773 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 8.612145e-03 0.000000e+00 energy 1.576528e+01 1.823573e-03 1.576528e-01 displacement 1.105104e+02 7.888952e-02 1.220951e-04 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 8.731268e+01 2.191228e-02 0.000000e+00 energy 1.576528e+01 6.108776e-03 1.576528e-01 displacement 1.105104e+02 7.927977e-01 1.288080e-04 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 1.295344e-03 0.000000e+00 energy 1.576528e+01 7.939898e-04 1.576528e-01 displacement 1.105104e+02 3.081634e-01 1.238010e-04 9 Nonlinear solution status: time= 1.68 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 3.935458e-03 0.000000e+00 energy 1.576528e+01 8.483443e-04 1.576528e-01 displacement 1.105104e+02 3.466541e-01 1.204100e-04 10 Nonlinear solution status: time= 1.68 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 3.614945e-04 0.000000e+00 energy 1.576528e+01 1.285828e-04 1.576528e-01 displacement 1.105104e+02 3.674211e-02 1.190999e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286849 11 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 7.381755e-05 0.000000e+00 energy 1.576528e+01 1.416175e-04 1.576528e-01 displacement 1.105104e+02 1.315773e-02 1.188280e-04 12 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 1.160651e-04 0.000000e+00 energy 1.576528e+01 1.295089e-04 1.576528e-01 displacement 1.105104e+02 6.227032e-03 1.198955e-04 13 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 2.098447e-05 0.000000e+00 energy 1.576528e+01 4.497560e-06 1.576528e-01 displacement 1.105104e+02 1.955976e-03 1.194731e-04 14 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 8.369689e-06 0.000000e+00 energy 1.576528e+01 7.612506e-06 1.576528e-01 displacement 1.105104e+02 1.123467e-03 1.190196e-04 15 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 6.888465e-07 0.000000e+00 energy 1.576528e+01 9.964244e-07 1.576528e-01 displacement 1.105104e+02 1.355425e-04 1.190967e-04 16 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731268e+01 4.395361e-07 0.000000e+00 energy 1.576528e+01 6.593245e-07 1.576528e-01 displacement 1.105104e+02 4.124885e-05 1.190964e-04 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286795 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 9.056532e+01 1.124019e-01 0.000000e+00 energy 1.640939e+01 1.298901e-01 1.640939e-01 displacement 1.135237e+02 1.135237e+02 1.135237e-04 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.428394 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 8.046629e-01 0.000000e+00 energy 1.640939e+01 2.063539e-01 1.640939e-01 displacement 1.135237e+02 2.814722e+01 2.067188e-04 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 4.381534e-01 0.000000e+00 energy 1.640939e+01 1.371846e-02 1.640939e-01 displacement 1.135237e+02 3.178990e+00 1.898339e-04 4 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 2.709084e-01 0.000000e+00 energy 1.640939e+01 8.698216e-03 1.640939e-01 displacement 1.135237e+02 1.111472e+01 1.368311e-04 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 2.969044e-02 0.000000e+00 energy 1.640939e+01 6.398100e-03 1.640939e-01 displacement 1.135237e+02 5.449246e+00 1.280863e-04 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.541917 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 6.459571e-02 0.000000e+00 energy 1.640939e+01 8.009940e-03 1.640939e-01 displacement 1.135237e+02 6.172693e-01 1.350135e-04 7 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 3.788937e-02 0.000000e+00 energy 1.640939e+01 1.028313e-02 1.640939e-01 displacement 1.135237e+02 2.832604e-01 1.378389e-04 8 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 9.975583e-03 0.000000e+00 energy 1.640939e+01 1.345870e-03 1.640939e-01 displacement 1.135237e+02 1.070324e+00 1.335766e-04 9 Nonlinear solution status: time= 1.69 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 1.024383e-02 0.000000e+00 energy 1.640939e+01 1.425558e-03 1.640939e-01 displacement 1.135237e+02 3.933770e-01 1.327379e-04 10 Nonlinear solution status: time= 1.69 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.628360 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 6.845072e-03 0.000000e+00 energy 1.640939e+01 7.416968e-04 1.640939e-01 displacement 1.135237e+02 6.249206e-02 1.322077e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286741 11 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.107466 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 5.470304e-03 0.000000e+00 energy 1.640939e+01 2.015450e-04 1.640939e-01 displacement 1.135237e+02 1.048565e-02 1.313932e-04 12 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.303803 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 1.835155e-03 0.000000e+00 energy 1.640939e+01 9.912424e-05 1.640939e-01 displacement 1.135237e+02 1.439097e-02 1.303729e-04 13 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.173029 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 8.010127e-04 0.000000e+00 energy 1.640939e+01 2.492769e-04 1.640939e-01 displacement 1.135237e+02 6.367198e-03 1.300484e-04 14 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.540111 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 7.713076e-04 0.000000e+00 energy 1.640939e+01 5.152826e-04 1.640939e-01 displacement 1.135237e+02 8.017364e-03 1.304905e-04 15 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 3.649636e-04 0.000000e+00 energy 1.640939e+01 1.985060e-04 1.640939e-01 displacement 1.135237e+02 2.178736e-02 1.324159e-04 16 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.600469 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 2.679639e-04 0.000000e+00 energy 1.640939e+01 1.556687e-05 1.640939e-01 displacement 1.135237e+02 5.048019e-03 1.324286e-04 17 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.333890 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 2.046124e-04 0.000000e+00 energy 1.640939e+01 4.649248e-05 1.640939e-01 displacement 1.135237e+02 3.284471e-03 1.314316e-04 18 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.403528 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 3.021668e-04 0.000000e+00 energy 1.640939e+01 6.863167e-05 1.640939e-01 displacement 1.135237e+02 1.239536e-03 1.309795e-04 19 Nonlinear solution status: time= 1.69 stiffness updates = 8 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.504565 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 1.807997e-04 0.000000e+00 energy 1.640939e+01 9.850950e-05 1.640939e-01 displacement 1.135237e+02 1.645182e-03 1.306003e-04 20 Nonlinear solution status: time= 1.69 stiffness updates = 9 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 1.573213e-04 0.000000e+00 energy 1.640939e+01 1.203070e-04 1.640939e-01 displacement 1.135237e+02 6.144249e-03 1.318480e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286975 21 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 3 step from line search = 0.351656 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 6.326638e-05 0.000000e+00 energy 1.640939e+01 6.180080e-06 1.640939e-01 displacement 1.135237e+02 1.890716e-03 1.316709e-04 22 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 0.411864 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 1.644795e-05 0.000000e+00 energy 1.640939e+01 3.926367e-06 1.640939e-01 displacement 1.135237e+02 3.036991e-04 1.315156e-04 23 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 41 stiffness matrix reformations = 3 step from line search = 0.315434 convergence norms : INITIAL CURRENT REQUIRED residual 9.056532e+01 4.730730e-06 0.000000e+00 energy 1.640939e+01 1.897663e-06 1.640939e-01 displacement 1.135237e+02 1.273829e-04 1.313998e-04 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286975 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 1.027342e+02 2.201819e-02 0.000000e+00 energy 1.812194e+01 5.860255e-02 1.812194e-01 displacement 1.223646e+02 1.223646e+02 1.223646e-04 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.466918 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.247005e-01 0.000000e+00 energy 1.812194e+01 4.061530e-02 1.812194e-01 displacement 1.223646e+02 4.158454e+00 1.534586e-04 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.453594e-02 0.000000e+00 energy 1.812194e+01 5.401144e-03 1.812194e-01 displacement 1.223646e+02 7.766719e-01 1.534053e-04 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.164486e-02 0.000000e+00 energy 1.812194e+01 1.299450e-03 1.812194e-01 displacement 1.223646e+02 2.326264e+00 1.449088e-04 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.258128 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 7.603997e-03 0.000000e+00 energy 1.812194e+01 1.726053e-04 1.812194e-01 displacement 1.223646e+02 1.192782e-01 1.473706e-04 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.134740 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 2.692577e-03 0.000000e+00 energy 1.812194e+01 8.541966e-06 1.812194e-01 displacement 1.223646e+02 1.031049e-01 1.505624e-04 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.485954 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.192495e-03 0.000000e+00 energy 1.812194e+01 1.388484e-04 1.812194e-01 displacement 1.223646e+02 3.307091e-02 1.526139e-04 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.280582 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 3.443980e-03 0.000000e+00 energy 1.812194e+01 3.532365e-04 1.812194e-01 displacement 1.223646e+02 5.950903e-02 1.562171e-04 9 Nonlinear solution status: time= 1.7 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.598461e-03 0.000000e+00 energy 1.812194e+01 4.647917e-04 1.812194e-01 displacement 1.223646e+02 6.038748e-02 1.595886e-04 10 Nonlinear solution status: time= 1.7 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 3.126326e-03 0.000000e+00 energy 1.812194e+01 6.258217e-04 1.812194e-01 displacement 1.223646e+02 7.369304e-02 1.627270e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287047 11 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.427693 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.103408e-03 0.000000e+00 energy 1.812194e+01 4.438405e-05 1.812194e-01 displacement 1.223646e+02 7.918021e-03 1.613706e-04 12 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.376573 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 2.764052e-04 0.000000e+00 energy 1.812194e+01 1.664896e-04 1.812194e-01 displacement 1.223646e+02 8.151902e-03 1.624350e-04 13 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.601528 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.131448e-04 0.000000e+00 energy 1.812194e+01 4.185659e-05 1.812194e-01 displacement 1.223646e+02 9.120458e-03 1.639387e-04 14 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 4.505667e-05 0.000000e+00 energy 1.812194e+01 3.955504e-05 1.812194e-01 displacement 1.223646e+02 8.953550e-04 1.639190e-04 15 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 2.996431e-05 0.000000e+00 energy 1.812194e+01 2.044528e-05 1.812194e-01 displacement 1.223646e+02 1.139079e-03 1.641312e-04 16 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.461410 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 2.208963e-05 0.000000e+00 energy 1.812194e+01 4.667168e-06 1.812194e-01 displacement 1.223646e+02 6.558883e-04 1.643210e-04 17 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.624697 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 2.032165e-06 0.000000e+00 energy 1.812194e+01 1.466588e-06 1.812194e-01 displacement 1.223646e+02 1.813683e-04 1.645263e-04 18 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.609527 convergence norms : INITIAL CURRENT REQUIRED residual 1.027342e+02 1.072441e-06 0.000000e+00 energy 1.812194e+01 7.006977e-07 1.812194e-01 displacement 1.223646e+02 2.548380e-05 1.645894e-04 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287101 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 1.078053e+02 2.443838e-02 0.000000e+00 energy 1.899519e+01 4.871469e-02 1.899519e-01 displacement 1.267358e+02 1.267358e+02 1.267358e-04 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.504348 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 5.166224e-02 0.000000e+00 energy 1.899519e+01 3.504557e-02 1.899519e-01 displacement 1.267358e+02 2.373248e+00 1.504869e-04 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 1.501508e-02 0.000000e+00 energy 1.899519e+01 3.285114e-03 1.899519e-01 displacement 1.267358e+02 7.571326e-01 1.583086e-04 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 7.650884e-03 0.000000e+00 energy 1.899519e+01 2.377894e-03 1.899519e-01 displacement 1.267358e+02 3.318026e+00 1.503008e-04 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 3.150351e-03 0.000000e+00 energy 1.899519e+01 1.608295e-03 1.899519e-01 displacement 1.267358e+02 1.789445e+00 1.550671e-04 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.228401 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 2.776941e-03 0.000000e+00 energy 1.899519e+01 7.760100e-04 1.899519e-01 displacement 1.267358e+02 1.299948e-01 1.585043e-04 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 2.833798e-03 0.000000e+00 energy 1.899519e+01 1.201816e-03 1.899519e-01 displacement 1.267358e+02 1.999342e-01 1.658868e-04 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 8.459315e-04 0.000000e+00 energy 1.899519e+01 3.853182e-04 1.899519e-01 displacement 1.267358e+02 3.121499e-02 1.679428e-04 9 Nonlinear solution status: time= 1.71 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.260115 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 6.814397e-04 0.000000e+00 energy 1.899519e+01 1.111673e-04 1.899519e-01 displacement 1.267358e+02 8.069470e-02 1.702300e-04 10 Nonlinear solution status: time= 1.71 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.350640 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 4.390516e-04 0.000000e+00 energy 1.899519e+01 8.821427e-05 1.899519e-01 displacement 1.267358e+02 3.158072e-02 1.718230e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287281 11 Nonlinear solution status: time= 1.71 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 1.876708e-06 0.000000e+00 energy 1.899519e+01 1.995043e-06 1.899519e-01 displacement 1.267358e+02 1.510917e-02 1.728534e-04 12 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 5.505421e-07 0.000000e+00 energy 1.899519e+01 1.314987e-07 1.899519e-01 displacement 1.267358e+02 1.326395e-03 1.733609e-04 13 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 7.757174e-08 0.000000e+00 energy 1.899519e+01 4.362689e-08 1.899519e-01 displacement 1.267358e+02 6.024918e-04 1.737225e-04 14 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078053e+02 3.836814e-09 0.000000e+00 energy 1.899519e+01 1.814843e-09 1.899519e-01 displacement 1.267358e+02 1.208394e-05 1.737739e-04 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287281 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 1.183603e+02 2.007074e-02 0.000000e+00 energy 2.025120e+01 3.898692e-02 2.025120e-01 displacement 1.330513e+02 1.330513e+02 1.330513e-04 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.600742 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 3.604942e-02 0.000000e+00 energy 2.025120e+01 2.114962e-02 2.025120e-01 displacement 1.330513e+02 2.822760e+00 1.538036e-04 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 1.183603e+02 4.257598e-03 0.000000e+00 energy 2.025120e+01 3.251191e-03 2.025120e-01 displacement 1.330513e+02 6.960158e-01 1.510739e-04 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 1.183603e+02 4.944800e-03 0.000000e+00 energy 2.025120e+01 8.529810e-04 2.025120e-01 displacement 1.330513e+02 4.737724e+00 1.486386e-04 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.331016 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 3.156468e-03 0.000000e+00 energy 2.025120e+01 3.640255e-04 2.025120e-01 displacement 1.330513e+02 1.044937e-02 1.496380e-04 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 1.996144e-03 0.000000e+00 energy 2.025120e+01 1.157075e-03 2.025120e-01 displacement 1.330513e+02 3.102625e-01 1.523325e-04 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 4.676556e-04 0.000000e+00 energy 2.025120e+01 3.630232e-04 2.025120e-01 displacement 1.330513e+02 6.974268e-02 1.517087e-04 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.255734 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 1.929791e-04 0.000000e+00 energy 2.025120e+01 2.803553e-05 2.025120e-01 displacement 1.330513e+02 1.699464e-02 1.512374e-04 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.273564 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 1.558360e-04 0.000000e+00 energy 2.025120e+01 1.443128e-05 2.025120e-01 displacement 1.330513e+02 3.353340e-04 1.510694e-04 10 Nonlinear solution status: time= 1.72 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.586590 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 7.239748e-05 0.000000e+00 energy 2.025120e+01 2.599117e-05 2.025120e-01 displacement 1.330513e+02 3.913057e-03 1.504408e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287407 11 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.419460 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 3.187699e-05 0.000000e+00 energy 2.025120e+01 4.088522e-06 2.025120e-01 displacement 1.330513e+02 2.114775e-04 1.503955e-04 12 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.583027 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 9.189460e-06 0.000000e+00 energy 2.025120e+01 9.913867e-06 2.025120e-01 displacement 1.330513e+02 1.049723e-03 1.502093e-04 13 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.183603e+02 1.238709e-06 0.000000e+00 energy 2.025120e+01 4.539127e-08 2.025120e-01 displacement 1.330513e+02 2.825456e-05 1.501919e-04 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287407 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 1.265555e+02 1.417807e-02 0.000000e+00 energy 2.114681e+01 3.328037e-02 2.114681e-01 displacement 1.378649e+02 1.378649e+02 1.378649e-04 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.520050 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 3.019248e-02 0.000000e+00 energy 2.114681e+01 1.461353e-02 2.114681e-01 displacement 1.378649e+02 9.616381e-01 1.519515e-04 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 1.265555e+02 5.521379e-03 0.000000e+00 energy 2.114681e+01 2.370976e-03 2.114681e-01 displacement 1.378649e+02 1.759031e-01 1.464287e-04 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 1.265555e+02 2.591984e-03 0.000000e+00 energy 2.114681e+01 1.009045e-04 2.114681e-01 displacement 1.378649e+02 8.867200e-01 1.343565e-04 5 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.239261 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 1.878773e-03 0.000000e+00 energy 2.114681e+01 1.317741e-04 2.114681e-01 displacement 1.378649e+02 2.322344e-02 1.330948e-04 6 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 6.319651e-04 0.000000e+00 energy 2.114681e+01 3.785085e-04 2.114681e-01 displacement 1.378649e+02 8.985313e-02 1.331030e-04 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 1.138127e-03 0.000000e+00 energy 2.114681e+01 2.963724e-04 2.114681e-01 displacement 1.378649e+02 1.587165e-01 1.324304e-04 8 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 2.062376e-04 0.000000e+00 energy 2.114681e+01 2.484011e-05 2.114681e-01 displacement 1.378649e+02 4.078151e-02 1.309887e-04 9 Nonlinear solution status: time= 1.73 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 2.429203e-04 0.000000e+00 energy 2.114681e+01 1.007890e-04 2.114681e-01 displacement 1.378649e+02 2.773803e-03 1.305549e-04 10 Nonlinear solution status: time= 1.73 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 9.002722e-05 0.000000e+00 energy 2.114681e+01 5.861323e-05 2.114681e-01 displacement 1.378649e+02 1.958168e-02 1.301180e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287497 11 Nonlinear solution status: time= 1.73 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 3.739652e-06 0.000000e+00 energy 2.114681e+01 2.830543e-06 2.114681e-01 displacement 1.378649e+02 1.439889e-03 1.301597e-04 12 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 3.193563e-06 0.000000e+00 energy 2.114681e+01 4.278777e-06 2.114681e-01 displacement 1.378649e+02 1.512069e-03 1.302043e-04 13 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 7.609418e-07 0.000000e+00 energy 2.114681e+01 1.207572e-06 2.114681e-01 displacement 1.378649e+02 2.274210e-04 1.301046e-04 14 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.565310 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 1.269704e-07 0.000000e+00 energy 2.114681e+01 6.833925e-08 2.114681e-01 displacement 1.378649e+02 2.906631e-04 1.300296e-04 15 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 2.818247e-08 0.000000e+00 energy 2.114681e+01 5.314330e-08 2.114681e-01 displacement 1.378649e+02 2.210860e-04 1.300006e-04 16 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 2.979374e-09 0.000000e+00 energy 2.114681e+01 1.546767e-08 2.114681e-01 displacement 1.378649e+02 4.726435e-04 1.299506e-04 17 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.265555e+02 5.719479e-11 0.000000e+00 energy 2.114681e+01 3.010977e-11 2.114681e-01 displacement 1.378649e+02 1.001002e-05 1.299587e-04 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287497 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 1.366875e+02 1.905436e-02 0.000000e+00 energy 2.234732e+01 4.136226e-02 2.234732e-01 displacement 1.410472e+02 1.410472e+02 1.410472e-04 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.551556 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 1.126682e-01 0.000000e+00 energy 2.234732e+01 2.676155e-02 2.234732e-01 displacement 1.410472e+02 2.442698e+00 1.547566e-04 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 1.373690e-02 0.000000e+00 energy 2.234732e+01 3.982257e-03 2.234732e-01 displacement 1.410472e+02 1.454906e-01 1.503698e-04 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 8.562134e-03 0.000000e+00 energy 2.234732e+01 1.139274e-03 2.234732e-01 displacement 1.410472e+02 1.243619e+00 1.370645e-04 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.538524 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 2.736361e-03 0.000000e+00 energy 2.234732e+01 1.838825e-04 2.234732e-01 displacement 1.410472e+02 5.711435e-02 1.365466e-04 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.550846 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 2.088807e-03 0.000000e+00 energy 2.234732e+01 6.145602e-04 2.234732e-01 displacement 1.410472e+02 1.286760e-01 1.378965e-04 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 9.558670e-04 0.000000e+00 energy 2.234732e+01 2.273420e-05 2.234732e-01 displacement 1.410472e+02 1.324438e-02 1.372886e-04 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 4.989859e-04 0.000000e+00 energy 2.234732e+01 1.604889e-04 2.234732e-01 displacement 1.410472e+02 7.345566e-03 1.361363e-04 9 Nonlinear solution status: time= 1.74 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 4.516391e-04 0.000000e+00 energy 2.234732e+01 5.180634e-05 2.234732e-01 displacement 1.410472e+02 6.413743e-03 1.362195e-04 10 Nonlinear solution status: time= 1.74 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 1.309727e-04 0.000000e+00 energy 2.234732e+01 5.465904e-05 2.234732e-01 displacement 1.410472e+02 3.088094e-03 1.364723e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287533 11 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.603147 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 2.141284e-05 0.000000e+00 energy 2.234732e+01 4.487227e-06 2.234732e-01 displacement 1.410472e+02 8.622083e-04 1.360618e-04 12 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.416593 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 1.097730e-05 0.000000e+00 energy 2.234732e+01 7.091984e-06 2.234732e-01 displacement 1.410472e+02 4.515959e-04 1.359544e-04 13 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 5.670729e-06 0.000000e+00 energy 2.234732e+01 3.684901e-06 2.234732e-01 displacement 1.410472e+02 2.495212e-04 1.359649e-04 14 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.366875e+02 3.659005e-07 0.000000e+00 energy 2.234732e+01 4.574082e-07 2.234732e-01 displacement 1.410472e+02 3.191714e-05 1.359311e-04 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287587 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 1.419595e+02 1.703061e-02 0.000000e+00 energy 2.312641e+01 2.789492e-02 2.312641e-01 displacement 1.436307e+02 1.436307e+02 1.436307e-04 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594960 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 1.630932e-02 0.000000e+00 energy 2.312641e+01 1.196228e-02 2.312641e-01 displacement 1.436307e+02 1.060356e+00 1.584785e-04 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 2.408738e-03 0.000000e+00 energy 2.312641e+01 1.456577e-03 2.312641e-01 displacement 1.436307e+02 1.430515e-01 1.525102e-04 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 3.720800e-03 0.000000e+00 energy 2.312641e+01 3.157217e-04 2.312641e-01 displacement 1.436307e+02 5.811543e-01 1.404362e-04 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.357635 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 2.350312e-03 0.000000e+00 energy 2.312641e+01 7.350677e-05 2.312641e-01 displacement 1.436307e+02 1.223266e-02 1.393984e-04 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.196157 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 1.213133e-03 0.000000e+00 energy 2.312641e+01 1.120482e-04 2.312641e-01 displacement 1.436307e+02 8.208320e-03 1.392282e-04 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 3.041263e-03 0.000000e+00 energy 2.312641e+01 6.019231e-04 2.312641e-01 displacement 1.436307e+02 8.536588e-02 1.408649e-04 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 3.684288e-04 0.000000e+00 energy 2.312641e+01 6.618368e-05 2.312641e-01 displacement 1.436307e+02 8.015747e-03 1.399465e-04 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.459852 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 2.305530e-04 0.000000e+00 energy 2.312641e+01 5.576944e-05 2.312641e-01 displacement 1.436307e+02 3.175382e-03 1.392797e-04 10 Nonlinear solution status: time= 1.75 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 1.649177e-04 0.000000e+00 energy 2.312641e+01 6.252382e-05 2.312641e-01 displacement 1.436307e+02 3.195634e-03 1.386923e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287713 11 Nonlinear solution status: time= 1.75 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 3.137970e-06 0.000000e+00 energy 2.312641e+01 2.814370e-06 2.312641e-01 displacement 1.436307e+02 7.570532e-04 1.386636e-04 12 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 8.870765e-07 0.000000e+00 energy 2.312641e+01 1.084199e-06 2.312641e-01 displacement 1.436307e+02 5.726181e-04 1.386177e-04 13 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 6.270395e-08 0.000000e+00 energy 2.312641e+01 9.018174e-08 2.312641e-01 displacement 1.436307e+02 1.176316e-03 1.385495e-04 14 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.419595e+02 2.716242e-09 0.000000e+00 energy 2.312641e+01 4.156940e-09 2.312641e-01 displacement 1.436307e+02 1.946255e-05 1.385390e-04 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287713 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 1.480487e+02 4.120357e-02 0.000000e+00 energy 2.383076e+01 6.675177e-02 2.383076e-01 displacement 1.474712e+02 1.474712e+02 1.474712e-04 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.543881 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 1.330800e-01 0.000000e+00 energy 2.383076e+01 5.777469e-02 2.383076e-01 displacement 1.474712e+02 6.964160e+00 1.795201e-04 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 1.480487e+02 3.751183e-02 0.000000e+00 energy 2.383076e+01 8.545379e-03 2.383076e-01 displacement 1.474712e+02 5.312599e-01 1.671996e-04 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 1.480487e+02 5.111513e-02 0.000000e+00 energy 2.383076e+01 8.503963e-03 2.383076e-01 displacement 1.474712e+02 2.952062e+00 1.427345e-04 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.241087 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 5.056849e-02 0.000000e+00 energy 2.383076e+01 3.132101e-03 2.383076e-01 displacement 1.474712e+02 7.602440e-02 1.421720e-04 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 9.329893e-03 0.000000e+00 energy 2.383076e+01 8.618414e-03 2.383076e-01 displacement 1.474712e+02 9.688632e-01 1.547946e-04 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 1.467746e-03 0.000000e+00 energy 2.383076e+01 2.067907e-03 2.383076e-01 displacement 1.474712e+02 1.637648e-01 1.485506e-04 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.368267 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 7.220883e-04 0.000000e+00 energy 2.383076e+01 6.976298e-04 2.383076e-01 displacement 1.474712e+02 5.804459e-02 1.445270e-04 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.244115 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 5.796302e-04 0.000000e+00 energy 2.383076e+01 2.379603e-04 2.383076e-01 displacement 1.474712e+02 1.231638e-02 1.430292e-04 10 Nonlinear solution status: time= 1.76 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.157138 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 5.219499e-04 0.000000e+00 energy 2.383076e+01 1.037981e-04 2.383076e-01 displacement 1.474712e+02 5.146512e-03 1.421129e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287731 11 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.301701 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 2.647853e-04 0.000000e+00 energy 2.383076e+01 1.250833e-04 2.383076e-01 displacement 1.474712e+02 9.498215e-04 1.419638e-04 12 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.170441 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 1.800254e-04 0.000000e+00 energy 2.383076e+01 1.234721e-05 2.383076e-01 displacement 1.474712e+02 2.680820e-04 1.418797e-04 13 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 2.248020e-05 0.000000e+00 energy 2.383076e+01 1.354242e-05 2.383076e-01 displacement 1.474712e+02 7.049933e-03 1.414674e-04 14 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 1.826668e-06 0.000000e+00 energy 2.383076e+01 3.570848e-07 2.383076e-01 displacement 1.474712e+02 1.402443e-03 1.413870e-04 15 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 1.468218e-06 0.000000e+00 energy 2.383076e+01 5.751534e-07 2.383076e-01 displacement 1.474712e+02 2.276009e-03 1.413187e-04 16 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 5.955270e-07 0.000000e+00 energy 2.383076e+01 2.837233e-07 2.383076e-01 displacement 1.474712e+02 4.204160e-03 1.411790e-04 17 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 2.939893e-08 0.000000e+00 energy 2.383076e+01 1.519220e-08 2.383076e-01 displacement 1.474712e+02 5.182865e-04 1.411174e-04 18 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.480487e+02 3.977886e-09 0.000000e+00 energy 2.383076e+01 6.070657e-09 2.383076e-01 displacement 1.474712e+02 9.563899e-06 1.411204e-04 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287731 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 1.555490e+02 2.059082e-02 0.000000e+00 energy 2.488509e+01 6.030281e-02 2.488509e-01 displacement 1.522615e+02 1.522615e+02 1.522615e-04 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.565339 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 6.816994e-02 0.000000e+00 energy 2.488509e+01 3.343607e-02 2.488509e-01 displacement 1.522615e+02 2.084264e+00 1.740920e-04 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 5.337594e-03 0.000000e+00 energy 2.488509e+01 5.388939e-03 2.488509e-01 displacement 1.522615e+02 2.241043e-01 1.669446e-04 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.710594e-02 0.000000e+00 energy 2.488509e+01 1.044339e-02 2.488509e-01 displacement 1.522615e+02 1.516071e+00 1.470917e-04 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.302953e-02 0.000000e+00 energy 2.488509e+01 8.413441e-03 2.488509e-01 displacement 1.522615e+02 3.939630e-01 1.501334e-04 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.532572 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 3.760202e-02 0.000000e+00 energy 2.488509e+01 1.540807e-02 2.488509e-01 displacement 1.522615e+02 1.093495e+00 1.651386e-04 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 1.555490e+02 3.377268e-03 0.000000e+00 energy 2.488509e+01 2.811750e-03 2.488509e-01 displacement 1.522615e+02 3.963030e-01 1.594470e-04 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.331504 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 2.423546e-03 0.000000e+00 energy 2.488509e+01 1.553275e-03 2.488509e-01 displacement 1.522615e+02 1.767647e-01 1.534177e-04 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.359199 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.252456e-03 0.000000e+00 energy 2.488509e+01 6.373716e-04 2.488509e-01 displacement 1.522615e+02 7.947306e-02 1.497730e-04 10 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.202905 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 8.957830e-04 0.000000e+00 energy 2.488509e+01 2.773747e-04 2.488509e-01 displacement 1.522615e+02 2.261487e-02 1.481720e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287803 11 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.182851 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 5.049246e-04 0.000000e+00 energy 2.488509e+01 1.016604e-04 2.488509e-01 displacement 1.522615e+02 4.506132e-03 1.472996e-04 12 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.896796e-04 0.000000e+00 energy 2.488509e+01 1.189997e-04 2.488509e-01 displacement 1.522615e+02 2.658090e-02 1.465050e-04 13 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.303313 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.431932e-04 0.000000e+00 energy 2.488509e+01 2.233558e-05 2.488509e-01 displacement 1.522615e+02 4.728577e-03 1.463670e-04 14 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.493269 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.278143e-04 0.000000e+00 energy 2.488509e+01 2.793292e-05 2.488509e-01 displacement 1.522615e+02 7.720880e-04 1.463482e-04 15 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.282955 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 5.405810e-05 0.000000e+00 energy 2.488509e+01 2.869365e-05 2.488509e-01 displacement 1.522615e+02 5.953886e-04 1.465030e-04 16 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 5.028869e-05 0.000000e+00 energy 2.488509e+01 2.827652e-05 2.488509e-01 displacement 1.522615e+02 2.713419e-03 1.463581e-04 17 Nonlinear solution status: time= 1.77 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 2.924054e-05 0.000000e+00 energy 2.488509e+01 2.066838e-05 2.488509e-01 displacement 1.522615e+02 3.343517e-03 1.461267e-04 18 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.604346 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 3.562613e-05 0.000000e+00 energy 2.488509e+01 1.165778e-05 2.488509e-01 displacement 1.522615e+02 5.287810e-04 1.460218e-04 19 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 1.450516e-05 0.000000e+00 energy 2.488509e+01 9.251070e-06 2.488509e-01 displacement 1.522615e+02 2.973777e-04 1.461114e-04 20 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 2.193217e-06 0.000000e+00 energy 2.488509e+01 2.020172e-07 2.488509e-01 displacement 1.522615e+02 3.359931e-04 1.460320e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287839 21 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 3 step from line search = 0.377335 convergence norms : INITIAL CURRENT REQUIRED residual 1.555490e+02 8.374828e-07 0.000000e+00 energy 2.488509e+01 2.277960e-07 2.488509e-01 displacement 1.522615e+02 3.441087e-05 1.460226e-04 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287839 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 1.633759e+02 1.659387e-02 0.000000e+00 energy 2.593153e+01 5.989928e-02 2.593153e-01 displacement 1.561410e+02 1.561410e+02 1.561410e-04 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.580164 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 4.118308e-02 0.000000e+00 energy 2.593153e+01 2.042828e-02 2.593153e-01 displacement 1.561410e+02 3.454763e+00 1.769135e-04 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 4.803226e-03 0.000000e+00 energy 2.593153e+01 3.706879e-03 2.593153e-01 displacement 1.561410e+02 2.166921e-01 1.722478e-04 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 3.869730e-03 0.000000e+00 energy 2.593153e+01 2.484588e-04 2.593153e-01 displacement 1.561410e+02 1.094487e+00 1.580863e-04 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.435585 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 1.810801e-03 0.000000e+00 energy 2.593153e+01 1.496280e-04 2.593153e-01 displacement 1.561410e+02 1.057628e-02 1.578694e-04 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.298763 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 8.453506e-04 0.000000e+00 energy 2.593153e+01 5.817255e-05 2.593153e-01 displacement 1.561410e+02 7.165257e-03 1.577886e-04 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.564546 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 1.284507e-03 0.000000e+00 energy 2.593153e+01 2.314520e-04 2.593153e-01 displacement 1.561410e+02 2.889338e-02 1.592659e-04 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 1.670720e-04 0.000000e+00 energy 2.593153e+01 4.564700e-05 2.593153e-01 displacement 1.561410e+02 7.826340e-03 1.582109e-04 9 Nonlinear solution status: time= 1.78 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.613080 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 2.756899e-04 0.000000e+00 energy 2.593153e+01 4.574990e-05 2.593153e-01 displacement 1.561410e+02 2.018740e-03 1.581517e-04 10 Nonlinear solution status: time= 1.78 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 4.048243e-05 0.000000e+00 energy 2.593153e+01 2.771053e-06 2.593153e-01 displacement 1.561410e+02 1.891533e-03 1.578961e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287821 11 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 1.690185e-05 0.000000e+00 energy 2.593153e+01 1.400480e-05 2.593153e-01 displacement 1.561410e+02 2.431701e-03 1.575278e-04 12 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 6.132665e-06 0.000000e+00 energy 2.593153e+01 4.822587e-06 2.593153e-01 displacement 1.561410e+02 4.281995e-04 1.574770e-04 13 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.633759e+02 8.769406e-07 0.000000e+00 energy 2.593153e+01 6.018513e-07 2.593153e-01 displacement 1.561410e+02 2.937331e-05 1.574428e-04 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287821 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 1.713331e+02 2.211955e-02 0.000000e+00 energy 2.663869e+01 6.227382e-02 2.663869e-01 displacement 1.574191e+02 1.574191e+02 1.574191e-04 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.589017 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 4.726045e-02 0.000000e+00 energy 2.663869e+01 2.806193e-02 2.663869e-01 displacement 1.574191e+02 2.341932e+00 1.791073e-04 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 8.866235e-03 0.000000e+00 energy 2.663869e+01 2.399200e-03 2.663869e-01 displacement 1.574191e+02 2.363066e+00 1.822898e-04 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 1.590131e-02 0.000000e+00 energy 2.663869e+01 9.623173e-04 2.663869e-01 displacement 1.574191e+02 1.118238e+00 1.689113e-04 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.405751 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 6.654949e-03 0.000000e+00 energy 2.663869e+01 1.227725e-04 2.663869e-01 displacement 1.574191e+02 5.109502e-02 1.686686e-04 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.497941 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 1.170011e-03 0.000000e+00 energy 2.663869e+01 5.829265e-05 2.663869e-01 displacement 1.574191e+02 1.238641e-02 1.680006e-04 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.416911 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 7.624767e-03 0.000000e+00 energy 2.663869e+01 3.759515e-04 2.663869e-01 displacement 1.574191e+02 2.411854e-02 1.691399e-04 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 3.874786e-03 0.000000e+00 energy 2.663869e+01 5.906568e-04 2.663869e-01 displacement 1.574191e+02 3.570191e-02 1.703002e-04 9 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 2.064929e-03 0.000000e+00 energy 2.663869e+01 3.371930e-04 2.663869e-01 displacement 1.574191e+02 7.826641e-03 1.706708e-04 10 Nonlinear solution status: time= 1.79 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 3.625580e-04 0.000000e+00 energy 2.663869e+01 7.764759e-05 2.663869e-01 displacement 1.574191e+02 5.810184e-03 1.701300e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287929 11 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.572658 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 1.004627e-04 0.000000e+00 energy 2.663869e+01 1.514921e-05 2.663869e-01 displacement 1.574191e+02 1.035961e-03 1.698530e-04 12 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.585282 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 1.670157e-05 0.000000e+00 energy 2.663869e+01 1.361052e-05 2.663869e-01 displacement 1.574191e+02 4.897697e-04 1.698027e-04 13 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.594872 convergence norms : INITIAL CURRENT REQUIRED residual 1.713331e+02 8.373168e-06 0.000000e+00 energy 2.663869e+01 2.880446e-06 2.663869e-01 displacement 1.574191e+02 6.077877e-05 1.698185e-04 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287929 1 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 1.157746e-02 0.000000e+00 energy 2.795645e+01 2.113269e-02 2.795645e-01 displacement 1.613328e+02 1.613328e+02 1.613328e-04 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 1.832801e+02 1.007542e-02 0.000000e+00 energy 2.795645e+01 7.760820e-03 2.795645e-01 displacement 1.613328e+02 2.669729e+00 1.784065e-04 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 1.832801e+02 2.688735e-03 0.000000e+00 energy 2.795645e+01 2.202897e-03 2.795645e-01 displacement 1.613328e+02 8.010480e-01 1.780113e-04 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.565394 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 1.228332e-03 0.000000e+00 energy 2.795645e+01 8.599260e-04 2.795645e-01 displacement 1.613328e+02 5.648105e-01 1.795490e-04 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.259205 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 8.450790e-04 0.000000e+00 energy 2.795645e+01 3.066881e-04 2.795645e-01 displacement 1.613328e+02 1.567512e-01 1.826436e-04 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.293911 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 7.738598e-04 0.000000e+00 energy 2.795645e+01 2.214654e-04 2.795645e-01 displacement 1.613328e+02 1.818962e-01 1.867056e-04 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 1.018155e-03 0.000000e+00 energy 2.795645e+01 3.049044e-04 2.795645e-01 displacement 1.613328e+02 1.499154e+00 2.016224e-04 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 5.878953e-04 0.000000e+00 energy 2.795645e+01 5.051672e-04 2.795645e-01 displacement 1.613328e+02 1.104387e+00 2.182619e-04 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 1.312750e-04 0.000000e+00 energy 2.795645e+01 9.687532e-05 2.795645e-01 displacement 1.613328e+02 2.833703e-01 2.106908e-04 10 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.525779 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 5.234065e-05 0.000000e+00 energy 2.795645e+01 2.513923e-05 2.795645e-01 displacement 1.613328e+02 4.342975e-02 2.073985e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288001 11 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.182386 convergence norms : INITIAL CURRENT REQUIRED residual 1.832801e+02 3.027468e-05 0.000000e+00 energy 2.795645e+01 4.221900e-06 2.795645e-01 displacement 1.613328e+02 1.493169e-04 2.073683e-04 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288001 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 1.893136e+02 1.043186e-02 0.000000e+00 energy 2.877316e+01 3.308330e-03 2.877316e-01 displacement 1.640377e+02 1.640377e+02 1.640377e-04 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 1.893136e+02 3.004068e-03 0.000000e+00 energy 2.877316e+01 2.989016e-04 2.877316e-01 displacement 1.640377e+02 1.270489e+00 1.715755e-04 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 1.893136e+02 1.806311e-03 0.000000e+00 energy 2.877316e+01 2.690725e-04 2.877316e-01 displacement 1.640377e+02 2.071993e+00 1.771912e-04 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 1.893136e+02 9.108607e-04 0.000000e+00 energy 2.877316e+01 4.993163e-04 2.877316e-01 displacement 1.640377e+02 8.554470e-01 1.835829e-04 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 1.893136e+02 3.429522e-04 0.000000e+00 energy 2.877316e+01 7.210570e-05 2.877316e-01 displacement 1.640377e+02 9.429924e-02 1.870011e-04 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.592890 convergence norms : INITIAL CURRENT REQUIRED residual 1.893136e+02 2.692545e-04 0.000000e+00 energy 2.877316e+01 2.552054e-05 2.877316e-01 displacement 1.640377e+02 2.532950e-02 1.888957e-04 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.893136e+02 7.323813e-05 0.000000e+00 energy 2.877316e+01 1.921213e-05 2.877316e-01 displacement 1.640377e+02 3.625906e-02 1.917922e-04 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.893136e+02 1.980814e-05 0.000000e+00 energy 2.877316e+01 7.234491e-06 2.877316e-01 displacement 1.640377e+02 7.206699e-03 1.925154e-04 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.893136e+02 1.100097e-05 0.000000e+00 energy 2.877316e+01 4.911434e-06 2.877316e-01 displacement 1.640377e+02 9.762661e-04 1.919989e-04 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.893136e+02 3.681994e-06 0.000000e+00 energy 2.877316e+01 1.198201e-06 2.877316e-01 displacement 1.640377e+02 9.184011e-04 1.917088e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288109 11 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.893136e+02 1.081889e-08 0.000000e+00 energy 2.877316e+01 1.531274e-08 2.877316e-01 displacement 1.640377e+02 6.168763e-05 1.918182e-04 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288109 1 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 9.244304e-03 0.000000e+00 energy 2.882622e+01 8.351783e-03 2.882622e-01 displacement 1.646911e+02 1.646911e+02 1.646911e-04 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 1.909778e+02 3.788888e-03 0.000000e+00 energy 2.882622e+01 1.270021e-03 2.882622e-01 displacement 1.646911e+02 7.872959e-01 1.699341e-04 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 1.909778e+02 1.894654e-03 0.000000e+00 energy 2.882622e+01 3.197598e-04 2.882622e-01 displacement 1.646911e+02 6.967955e-01 1.703507e-04 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.568089 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 6.303230e-04 0.000000e+00 energy 2.882622e+01 4.724390e-05 2.882622e-01 displacement 1.646911e+02 3.843728e-02 1.703748e-04 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.553312 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 2.705577e-04 0.000000e+00 energy 2.882622e+01 4.741721e-05 2.882622e-01 displacement 1.646911e+02 2.240063e-02 1.710149e-04 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.605781 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 1.939502e-04 0.000000e+00 energy 2.882622e+01 4.209509e-05 2.882622e-01 displacement 1.646911e+02 3.990007e-02 1.727043e-04 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 4.046675e-05 0.000000e+00 energy 2.882622e+01 1.752156e-05 2.882622e-01 displacement 1.646911e+02 3.119171e-03 1.734774e-04 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 1.478443e-05 0.000000e+00 energy 2.882622e+01 7.459873e-06 2.882622e-01 displacement 1.646911e+02 7.876904e-04 1.733759e-04 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 1.909778e+02 2.160520e-05 0.000000e+00 energy 2.882622e+01 6.645190e-06 2.882622e-01 displacement 1.646911e+02 4.465981e-04 1.732315e-04 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 1.909778e+02 3.911589e-06 0.000000e+00 energy 2.882622e+01 6.526654e-08 2.882622e-01 displacement 1.646911e+02 8.563150e-04 1.735440e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288217 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.909778e+02 1.360517e-07 0.000000e+00 energy 2.882622e+01 1.612943e-08 2.882622e-01 displacement 1.646911e+02 1.285041e-04 1.735268e-04 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288217 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 1.934921e+02 3.400195e-02 0.000000e+00 energy 2.907924e+01 3.366118e-02 2.907924e-01 displacement 1.662973e+02 1.662973e+02 1.662973e-04 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.577892 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 6.957732e-02 0.000000e+00 energy 2.907924e+01 2.531618e-02 2.907924e-01 displacement 1.662973e+02 1.373721e+00 1.803190e-04 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 8.022813e-03 0.000000e+00 energy 2.907924e+01 3.473306e-03 2.907924e-01 displacement 1.662973e+02 5.411035e-01 1.731288e-04 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 6.460831e-03 0.000000e+00 energy 2.907924e+01 1.305874e-03 2.907924e-01 displacement 1.662973e+02 1.137318e+00 1.604275e-04 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.331384 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 3.091809e-03 0.000000e+00 energy 2.907924e+01 3.395142e-04 2.907924e-01 displacement 1.662973e+02 1.065554e-01 1.588246e-04 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.364413 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.417873e-03 0.000000e+00 energy 2.907924e+01 6.775294e-05 2.907924e-01 displacement 1.662973e+02 1.408930e-01 1.579488e-04 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.532392 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.643133e-03 0.000000e+00 energy 2.907924e+01 4.319074e-04 2.907924e-01 displacement 1.662973e+02 3.086987e-01 1.587490e-04 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.423881e-03 0.000000e+00 energy 2.907924e+01 2.594870e-04 2.907924e-01 displacement 1.662973e+02 4.408454e-02 1.599287e-04 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 6.386731e-04 0.000000e+00 energy 2.907924e+01 7.506405e-05 2.907924e-01 displacement 1.662973e+02 2.061189e-02 1.583409e-04 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 4.406243e-04 0.000000e+00 energy 2.907924e+01 4.304084e-05 2.907924e-01 displacement 1.662973e+02 1.287457e-01 1.569096e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288181 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 7.987474e-05 0.000000e+00 energy 2.907924e+01 3.845705e-06 2.907924e-01 displacement 1.662973e+02 4.203648e-02 1.576403e-04 12 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.371985e-04 0.000000e+00 energy 2.907924e+01 3.658320e-05 2.907924e-01 displacement 1.662973e+02 6.748270e-02 1.577514e-04 13 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.433672 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 7.641174e-04 0.000000e+00 energy 2.907924e+01 5.036852e-05 2.907924e-01 displacement 1.662973e+02 9.932418e-01 1.592027e-04 14 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 3.931268e-04 0.000000e+00 energy 2.907924e+01 2.257247e-05 2.907924e-01 displacement 1.662973e+02 1.494150e-01 1.602901e-04 15 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 4.821520e-04 0.000000e+00 energy 2.907924e+01 3.348744e-05 2.907924e-01 displacement 1.662973e+02 1.148946e-01 1.586533e-04 16 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.894042e-04 0.000000e+00 energy 2.907924e+01 7.349517e-06 2.907924e-01 displacement 1.662973e+02 1.933744e-01 1.576777e-04 17 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.057869e-04 0.000000e+00 energy 2.907924e+01 3.648640e-05 2.907924e-01 displacement 1.662973e+02 7.983855e-03 1.579168e-04 18 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 5.091433e-05 0.000000e+00 energy 2.907924e+01 1.346766e-06 2.907924e-01 displacement 1.662973e+02 3.041866e-02 1.582928e-04 19 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 1.303443e-05 0.000000e+00 energy 2.907924e+01 5.636224e-06 2.907924e-01 displacement 1.662973e+02 3.262174e-02 1.585144e-04 20 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 7.743623e-06 0.000000e+00 energy 2.907924e+01 9.654851e-07 2.907924e-01 displacement 1.662973e+02 6.219271e-03 1.582999e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288181 21 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 4.359899e-07 0.000000e+00 energy 2.907924e+01 1.411504e-07 2.907924e-01 displacement 1.662973e+02 3.618986e-04 1.582831e-04 22 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 28 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 3.625601e-07 0.000000e+00 energy 2.907924e+01 6.307361e-08 2.907924e-01 displacement 1.662973e+02 1.928673e-04 1.582697e-04 23 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 29 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.934921e+02 7.993012e-08 0.000000e+00 energy 2.907924e+01 5.067983e-08 2.907924e-01 displacement 1.662973e+02 9.323849e-05 1.582453e-04 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288181 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 1.986433e+02 8.984281e-03 0.000000e+00 energy 2.973381e+01 1.247401e-02 2.973381e-01 displacement 1.692560e+02 1.692560e+02 1.692560e-04 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 1.986433e+02 3.493439e-03 0.000000e+00 energy 2.973381e+01 6.271379e-04 2.973381e-01 displacement 1.692560e+02 3.067340e-01 1.709486e-04 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 1.986433e+02 4.507298e-03 0.000000e+00 energy 2.973381e+01 4.474796e-04 2.973381e-01 displacement 1.692560e+02 9.614597e-01 1.647920e-04 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 1.986433e+02 2.467473e-03 0.000000e+00 energy 2.973381e+01 1.122227e-03 2.973381e-01 displacement 1.692560e+02 1.274325e+00 1.584845e-04 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 1.986433e+02 6.632070e-04 0.000000e+00 energy 2.973381e+01 1.502255e-04 2.973381e-01 displacement 1.692560e+02 3.507799e-02 1.589893e-04 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 1.986433e+02 4.043413e-04 0.000000e+00 energy 2.973381e+01 3.962994e-05 2.973381e-01 displacement 1.692560e+02 8.987779e-02 1.604257e-04 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 1.986433e+02 3.563520e-04 0.000000e+00 energy 2.973381e+01 1.991265e-05 2.973381e-01 displacement 1.692560e+02 6.351031e-01 1.617491e-04 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.631154 convergence norms : INITIAL CURRENT REQUIRED residual 1.986433e+02 1.748078e-04 0.000000e+00 energy 2.973381e+01 3.296216e-05 2.973381e-01 displacement 1.692560e+02 9.740393e-02 1.620014e-04 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.986433e+02 3.589662e-05 0.000000e+00 energy 2.973381e+01 1.896571e-06 2.973381e-01 displacement 1.692560e+02 1.460628e-02 1.609091e-04 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.986433e+02 6.021908e-06 0.000000e+00 energy 2.973381e+01 2.655102e-06 2.973381e-01 displacement 1.692560e+02 1.117451e-03 1.609221e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 11 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.986433e+02 2.120040e-07 0.000000e+00 energy 2.973381e+01 7.931108e-08 2.973381e-01 displacement 1.692560e+02 4.948938e-05 1.610022e-04 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 1.992171e+02 1.336936e-02 0.000000e+00 energy 2.973988e+01 3.166908e-02 2.973988e-01 displacement 1.714214e+02 1.714214e+02 1.714214e-04 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 1.992171e+02 1.989393e-02 0.000000e+00 energy 2.973988e+01 5.491178e-03 2.973988e-01 displacement 1.714214e+02 4.930500e-01 1.749640e-04 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 1.992171e+02 4.845748e-03 0.000000e+00 energy 2.973988e+01 1.818909e-03 2.973988e-01 displacement 1.714214e+02 4.068654e-01 1.684012e-04 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.589460 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 1.561196e-03 0.000000e+00 energy 2.973988e+01 5.984557e-04 2.973988e-01 displacement 1.714214e+02 2.862554e-01 1.625407e-04 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.442387 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 1.842326e-03 0.000000e+00 energy 2.973988e+01 2.747858e-04 2.973988e-01 displacement 1.714214e+02 1.126606e-01 1.605703e-04 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 7.003446e-04 0.000000e+00 energy 2.973988e+01 5.771582e-05 2.973988e-01 displacement 1.714214e+02 4.314306e-01 1.595567e-04 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 1.674713e-03 0.000000e+00 energy 2.973988e+01 2.130835e-04 2.973988e-01 displacement 1.714214e+02 7.598910e-01 1.596103e-04 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 4.591499e-04 0.000000e+00 energy 2.973988e+01 3.764859e-05 2.973988e-01 displacement 1.714214e+02 5.902770e-02 1.601025e-04 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 4.733642e-04 0.000000e+00 energy 2.973988e+01 5.416867e-05 2.973988e-01 displacement 1.714214e+02 4.996403e-02 1.603801e-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 1.992171e+02 1.307710e-03 0.000000e+00 energy 2.973988e+01 2.096507e-05 2.973988e-01 displacement 1.714214e+02 3.164525e-01 1.611198e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 1.992171e+02 1.195516e-05 0.000000e+00 energy 2.973988e+01 8.332996e-06 2.973988e-01 displacement 1.714214e+02 3.328494e-03 1.610138e-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 1.992171e+02 2.779899e-06 0.000000e+00 energy 2.973988e+01 2.316161e-06 2.973988e-01 displacement 1.714214e+02 6.483050e-04 1.609994e-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 1.992171e+02 2.364836e-07 0.000000e+00 energy 2.973988e+01 4.422632e-07 2.973988e-01 displacement 1.714214e+02 1.339554e-03 1.610005e-04 14 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 5.593627e-08 0.000000e+00 energy 2.973988e+01 7.157009e-08 2.973988e-01 displacement 1.714214e+02 1.802556e-04 1.610239e-04 15 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 1.345615e-08 0.000000e+00 energy 2.973988e+01 1.440176e-08 2.973988e-01 displacement 1.714214e+02 1.668334e-04 1.610544e-04 16 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.992171e+02 4.497443e-09 0.000000e+00 energy 2.973988e+01 3.833499e-09 2.973988e-01 displacement 1.714214e+02 4.496204e-05 1.610716e-04 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 2.039221e+02 1.456897e-02 0.000000e+00 energy 3.015700e+01 3.044142e-02 3.015700e-01 displacement 1.727246e+02 1.727246e+02 1.727246e-04 2 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.549595 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 7.598591e-03 0.000000e+00 energy 3.015700e+01 7.315076e-03 3.015700e-01 displacement 1.727246e+02 4.589913e-01 1.818979e-04 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 2.220071e-03 0.000000e+00 energy 3.015700e+01 9.851655e-04 3.015700e-01 displacement 1.727246e+02 1.194197e+00 1.808027e-04 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 1.984572e-03 0.000000e+00 energy 3.015700e+01 4.003601e-04 3.015700e-01 displacement 1.727246e+02 8.286361e-01 1.767302e-04 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.471350 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 1.555612e-03 0.000000e+00 energy 3.015700e+01 1.497956e-04 3.015700e-01 displacement 1.727246e+02 1.333082e-02 1.771535e-04 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.514070 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 1.212355e-03 0.000000e+00 energy 3.015700e+01 5.243546e-04 3.015700e-01 displacement 1.727246e+02 2.171854e-02 1.785903e-04 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 2.574999e-04 0.000000e+00 energy 3.015700e+01 9.180765e-05 3.015700e-01 displacement 1.727246e+02 1.070740e-02 1.795365e-04 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.519977 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 9.038690e-05 0.000000e+00 energy 3.015700e+01 2.532953e-05 3.015700e-01 displacement 1.727246e+02 8.194660e-03 1.797118e-04 9 Nonlinear solution status: time= 1.86 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.600388 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 6.531420e-05 0.000000e+00 energy 3.015700e+01 1.386215e-05 3.015700e-01 displacement 1.727246e+02 1.974852e-03 1.799955e-04 10 Nonlinear solution status: time= 1.86 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 4.121291e-05 0.000000e+00 energy 3.015700e+01 1.167579e-05 3.015700e-01 displacement 1.727246e+02 3.840399e-03 1.803643e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 11 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 6.157516e-06 0.000000e+00 energy 3.015700e+01 2.550800e-06 3.015700e-01 displacement 1.727246e+02 6.340680e-04 1.802628e-04 12 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 9.073048e-07 0.000000e+00 energy 3.015700e+01 7.169348e-07 3.015700e-01 displacement 1.727246e+02 3.373644e-04 1.804308e-04 13 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039221e+02 7.996513e-08 0.000000e+00 energy 3.015700e+01 8.052897e-08 3.015700e-01 displacement 1.727246e+02 2.514136e-05 1.804133e-04 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 2.059584e+02 1.012598e-02 0.000000e+00 energy 3.045572e+01 7.751884e-03 3.045572e-01 displacement 1.752242e+02 1.752242e+02 1.752242e-04 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 2.059584e+02 3.823617e-03 0.000000e+00 energy 3.045572e+01 8.325700e-04 3.045572e-01 displacement 1.752242e+02 3.804677e-01 1.775896e-04 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 2.059584e+02 2.297626e-03 0.000000e+00 energy 3.045572e+01 5.310457e-04 3.045572e-01 displacement 1.752242e+02 4.998782e-01 1.746138e-04 4 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.627052 convergence norms : INITIAL CURRENT REQUIRED residual 2.059584e+02 1.880879e-03 0.000000e+00 energy 3.045572e+01 1.381598e-05 3.045572e-01 displacement 1.752242e+02 5.110106e-01 1.751218e-04 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 2.059584e+02 3.669679e-03 0.000000e+00 energy 3.045572e+01 5.965434e-04 3.045572e-01 displacement 1.752242e+02 2.641845e+00 1.846551e-04 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 2.059584e+02 7.885528e-04 0.000000e+00 energy 3.045572e+01 1.177232e-04 3.045572e-01 displacement 1.752242e+02 1.009938e-01 1.872425e-04 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 2.059584e+02 6.238043e-04 0.000000e+00 energy 3.045572e+01 1.114493e-04 3.045572e-01 displacement 1.752242e+02 1.139549e-01 1.908152e-04 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 2.059584e+02 6.809162e-05 0.000000e+00 energy 3.045572e+01 1.320107e-05 3.045572e-01 displacement 1.752242e+02 6.814633e-02 1.928164e-04 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 2.059584e+02 4.549133e-05 0.000000e+00 energy 3.045572e+01 1.517781e-06 3.045572e-01 displacement 1.752242e+02 2.136267e-02 1.942091e-04 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 2.059584e+02 1.714826e-05 0.000000e+00 energy 3.045572e+01 2.883308e-06 3.045572e-01 displacement 1.752242e+02 1.337478e-03 1.944408e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 2.059584e+02 4.532379e-06 0.000000e+00 energy 3.045572e+01 3.016109e-06 3.045572e-01 displacement 1.752242e+02 3.940538e-04 1.943971e-04 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 2.059584e+02 1.507517e-06 0.000000e+00 energy 3.045572e+01 6.758827e-07 3.045572e-01 displacement 1.752242e+02 1.023078e-04 1.942944e-04 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 2.098323e+02 7.964405e-03 0.000000e+00 energy 3.070603e+01 1.213183e-02 3.070603e-01 displacement 1.757874e+02 1.757874e+02 1.757874e-04 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 2.098323e+02 9.338892e-04 0.000000e+00 energy 3.070603e+01 5.841918e-04 3.070603e-01 displacement 1.757874e+02 4.004869e-01 1.762041e-04 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 2.098323e+02 1.273644e-03 0.000000e+00 energy 3.070603e+01 1.695055e-04 3.070603e-01 displacement 1.757874e+02 6.724892e-01 1.733100e-04 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 2.098323e+02 1.532358e-03 0.000000e+00 energy 3.070603e+01 1.780928e-04 3.070603e-01 displacement 1.757874e+02 1.089415e+00 1.761761e-04 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 2.098323e+02 2.884329e-03 0.000000e+00 energy 3.070603e+01 1.851445e-04 3.070603e-01 displacement 1.757874e+02 1.517100e+00 1.854649e-04 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 2.098323e+02 2.606987e-03 0.000000e+00 energy 3.070603e+01 3.767593e-04 3.070603e-01 displacement 1.757874e+02 1.766897e+00 1.990935e-04 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 1.947756e-03 0.000000e+00 energy 3.070603e+01 2.315045e-04 3.070603e-01 displacement 1.757874e+02 1.960720e-01 1.954493e-04 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 4.831272e-04 0.000000e+00 energy 3.070603e+01 5.110364e-05 3.070603e-01 displacement 1.757874e+02 4.363838e-03 1.951654e-04 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.553613 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 1.358930e-03 0.000000e+00 energy 3.070603e+01 3.083723e-06 3.070603e-01 displacement 1.757874e+02 1.941307e-01 1.995173e-04 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 8.265223e-05 0.000000e+00 energy 3.070603e+01 1.005227e-05 3.070603e-01 displacement 1.757874e+02 3.744029e-02 2.017201e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 8.777376e-06 0.000000e+00 energy 3.070603e+01 5.031495e-06 3.070603e-01 displacement 1.757874e+02 3.914353e-03 2.022257e-04 12 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 1.115560e-05 0.000000e+00 energy 3.070603e+01 5.764944e-06 3.070603e-01 displacement 1.757874e+02 1.597380e-03 2.020229e-04 13 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 5.774949e-07 0.000000e+00 energy 3.070603e+01 7.300453e-07 3.070603e-01 displacement 1.757874e+02 3.537230e-04 2.021683e-04 14 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 2.905645e-07 0.000000e+00 energy 3.070603e+01 2.482676e-07 3.070603e-01 displacement 1.757874e+02 3.266338e-04 2.022964e-04 15 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 3.091024e-07 0.000000e+00 energy 3.070603e+01 1.485680e-07 3.070603e-01 displacement 1.757874e+02 4.391158e-04 2.023331e-04 16 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 2.792002e-07 0.000000e+00 energy 3.070603e+01 1.094032e-07 3.070603e-01 displacement 1.757874e+02 2.731909e-04 2.021507e-04 17 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 5.356120e-07 0.000000e+00 energy 3.070603e+01 6.125949e-08 3.070603e-01 displacement 1.757874e+02 1.735093e-03 2.016344e-04 18 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 5.428197e-07 0.000000e+00 energy 3.070603e+01 1.318478e-07 3.070603e-01 displacement 1.757874e+02 1.265141e-03 2.011957e-04 19 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 2.517795e-07 0.000000e+00 energy 3.070603e+01 1.019840e-07 3.070603e-01 displacement 1.757874e+02 2.660055e-03 2.006014e-04 20 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 8.182387e-08 0.000000e+00 energy 3.070603e+01 1.075032e-07 3.070603e-01 displacement 1.757874e+02 5.086216e-04 2.008779e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 21 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.098323e+02 5.294738e-08 0.000000e+00 energy 3.070603e+01 2.738106e-08 3.070603e-01 displacement 1.757874e+02 5.016065e-05 2.009647e-04 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 2.128522e+02 9.831404e-03 0.000000e+00 energy 3.082249e+01 1.620869e-02 3.082249e-01 displacement 1.756657e+02 1.756657e+02 1.756657e-04 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 2.128522e+02 3.670593e-03 0.000000e+00 energy 3.082249e+01 1.494870e-03 3.082249e-01 displacement 1.756657e+02 6.602299e-01 1.783794e-04 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 2.128522e+02 1.449650e-03 0.000000e+00 energy 3.082249e+01 6.353232e-04 3.082249e-01 displacement 1.756657e+02 2.810853e-01 1.745400e-04 4 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.589308 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 5.347823e-04 0.000000e+00 energy 3.082249e+01 1.130315e-04 3.082249e-01 displacement 1.756657e+02 1.431184e-01 1.730417e-04 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.499526 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 2.188199e-04 0.000000e+00 energy 3.082249e+01 6.122566e-05 3.082249e-01 displacement 1.756657e+02 3.199766e-02 1.727453e-04 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 1.348075e-04 0.000000e+00 energy 3.082249e+01 3.717675e-05 3.082249e-01 displacement 1.756657e+02 4.880026e-02 1.736688e-04 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 4.857487e-05 0.000000e+00 energy 3.082249e+01 1.463682e-05 3.082249e-01 displacement 1.756657e+02 8.380374e-03 1.748087e-04 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 2.150058e-05 0.000000e+00 energy 3.082249e+01 6.638163e-06 3.082249e-01 displacement 1.756657e+02 9.105622e-04 1.745882e-04 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 3.591822e-06 0.000000e+00 energy 3.082249e+01 2.290358e-06 3.082249e-01 displacement 1.756657e+02 9.472115e-04 1.741635e-04 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.128522e+02 2.130888e-06 0.000000e+00 energy 3.082249e+01 1.230963e-06 3.082249e-01 displacement 1.756657e+02 7.516502e-05 1.741752e-04 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288253 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 2.121789e+02 9.768321e-03 0.000000e+00 energy 3.078161e+01 1.212668e-02 3.078161e-01 displacement 1.766768e+02 1.766768e+02 1.766768e-04 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 2.121789e+02 3.315694e-03 0.000000e+00 energy 3.078161e+01 1.038567e-03 3.078161e-01 displacement 1.766768e+02 5.731989e-01 1.796849e-04 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 2.121789e+02 2.291869e-03 0.000000e+00 energy 3.078161e+01 7.402990e-04 3.078161e-01 displacement 1.766768e+02 9.308801e-01 1.747761e-04 4 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.479529 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 2.689726e-03 0.000000e+00 energy 3.078161e+01 4.849371e-04 3.078161e-01 displacement 1.766768e+02 1.300208e+00 1.730587e-04 5 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 7.332632e-04 0.000000e+00 energy 3.078161e+01 6.791043e-05 3.078161e-01 displacement 1.766768e+02 8.541252e-02 1.723734e-04 6 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.438696 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 9.358678e-04 0.000000e+00 energy 3.078161e+01 2.913701e-04 3.078161e-01 displacement 1.766768e+02 5.051298e-02 1.731305e-04 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 2.997865e-04 0.000000e+00 energy 3.078161e+01 1.064261e-04 3.078161e-01 displacement 1.766768e+02 1.909590e-02 1.750588e-04 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 3.513189e-04 0.000000e+00 energy 3.078161e+01 1.129725e-04 3.078161e-01 displacement 1.766768e+02 2.531556e-02 1.740395e-04 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 2.073157e-04 0.000000e+00 energy 3.078161e+01 6.756178e-05 3.078161e-01 displacement 1.766768e+02 5.981217e-02 1.723572e-04 10 Nonlinear solution status: time= 1.9 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.321525e-04 0.000000e+00 energy 3.078161e+01 6.959930e-05 3.078161e-01 displacement 1.766768e+02 1.015989e-01 1.709689e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288307 11 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.161206e-04 0.000000e+00 energy 3.078161e+01 8.211703e-05 3.078161e-01 displacement 1.766768e+02 1.783569e-02 1.699987e-04 12 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 7.598623e-05 0.000000e+00 energy 3.078161e+01 1.062582e-05 3.078161e-01 displacement 1.766768e+02 1.846117e-02 1.696650e-04 13 Nonlinear solution status: time= 1.9 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 4.997251e-05 0.000000e+00 energy 3.078161e+01 3.083235e-05 3.078161e-01 displacement 1.766768e+02 5.627020e-02 1.685912e-04 14 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.473331 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 9.003345e-04 0.000000e+00 energy 3.078161e+01 7.204309e-05 3.078161e-01 displacement 1.766768e+02 1.859220e+00 1.647636e-04 15 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.704503e-04 0.000000e+00 energy 3.078161e+01 1.922032e-05 3.078161e-01 displacement 1.766768e+02 5.247691e-02 1.645853e-04 16 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.558821e-03 0.000000e+00 energy 3.078161e+01 1.021489e-04 3.078161e-01 displacement 1.766768e+02 2.362759e-01 1.655895e-04 17 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.926174e-04 0.000000e+00 energy 3.078161e+01 1.241488e-05 3.078161e-01 displacement 1.766768e+02 9.210787e-03 1.660345e-04 18 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 4.148752e-05 0.000000e+00 energy 3.078161e+01 1.726160e-05 3.078161e-01 displacement 1.766768e+02 2.291788e-02 1.663844e-04 19 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 4.789665e-05 0.000000e+00 energy 3.078161e+01 5.106055e-06 3.078161e-01 displacement 1.766768e+02 4.889612e-02 1.658535e-04 20 Nonlinear solution status: time= 1.9 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.156628e-05 0.000000e+00 energy 3.078161e+01 7.506142e-07 3.078161e-01 displacement 1.766768e+02 3.004107e-02 1.655289e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288307 21 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 1.107372e-06 0.000000e+00 energy 3.078161e+01 3.790607e-07 3.078161e-01 displacement 1.766768e+02 2.959490e-04 1.656115e-04 22 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.121789e+02 6.896996e-07 0.000000e+00 energy 3.078161e+01 3.273711e-07 3.078161e-01 displacement 1.766768e+02 1.314109e-04 1.656662e-04 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288307 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 2.194846e+02 9.247730e-03 0.000000e+00 energy 3.159342e+01 1.453757e-02 3.159342e-01 displacement 1.781278e+02 1.781278e+02 1.781278e-04 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 2.194846e+02 2.557620e-03 0.000000e+00 energy 3.159342e+01 3.706357e-04 3.159342e-01 displacement 1.781278e+02 3.762493e-01 1.788607e-04 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 2.194846e+02 2.084796e-03 0.000000e+00 energy 3.159342e+01 4.582763e-04 3.159342e-01 displacement 1.781278e+02 7.573821e-01 1.755589e-04 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 2.194846e+02 1.542332e-03 0.000000e+00 energy 3.159342e+01 4.389387e-04 3.159342e-01 displacement 1.781278e+02 1.527516e+00 1.751677e-04 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 2.194846e+02 6.281197e-04 0.000000e+00 energy 3.159342e+01 1.407812e-05 3.159342e-01 displacement 1.781278e+02 2.491969e-01 1.772038e-04 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 2.194846e+02 2.260291e-04 0.000000e+00 energy 3.159342e+01 6.228968e-06 3.159342e-01 displacement 1.781278e+02 1.860476e-01 1.824453e-04 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 2.194846e+02 2.735411e-04 0.000000e+00 energy 3.159342e+01 2.873939e-05 3.159342e-01 displacement 1.781278e+02 4.320184e-01 1.889712e-04 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 3.032543e-04 0.000000e+00 energy 3.159342e+01 2.342743e-05 3.159342e-01 displacement 1.781278e+02 4.450407e-01 1.945893e-04 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 6.685252e-04 0.000000e+00 energy 3.159342e+01 1.570550e-05 3.159342e-01 displacement 1.781278e+02 1.123572e+00 2.050539e-04 10 Nonlinear solution status: time= 1.91 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 7.388386e-04 0.000000e+00 energy 3.159342e+01 2.106069e-05 3.159342e-01 displacement 1.781278e+02 1.421238e-01 2.087163e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 11 Nonlinear solution status: time= 1.91 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 1.945990e-05 0.000000e+00 energy 3.159342e+01 8.131544e-06 3.159342e-01 displacement 1.781278e+02 2.197872e-02 2.113151e-04 12 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 1.115036e-05 0.000000e+00 energy 3.159342e+01 5.188766e-06 3.159342e-01 displacement 1.781278e+02 4.501700e-03 2.119681e-04 13 Nonlinear solution status: time= 1.91 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 7.294216e-06 0.000000e+00 energy 3.159342e+01 1.825316e-06 3.159342e-01 displacement 1.781278e+02 9.248102e-03 2.127422e-04 14 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.194846e+02 1.314764e-06 0.000000e+00 energy 3.159342e+01 2.183664e-07 3.159342e-01 displacement 1.781278e+02 1.153270e-04 2.128189e-04 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 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 2.275524e+02 9.983180e-03 0.000000e+00 energy 3.195086e+01 1.607949e-02 3.195086e-01 displacement 1.784500e+02 1.784500e+02 1.784500e-04 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 2.275524e+02 2.701441e-03 0.000000e+00 energy 3.195086e+01 5.000723e-04 3.195086e-01 displacement 1.784500e+02 4.045729e-01 1.772113e-04 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 2.275524e+02 5.738293e-03 0.000000e+00 energy 3.195086e+01 6.394287e-05 3.195086e-01 displacement 1.784500e+02 1.398222e+00 1.721373e-04 4 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 1.944925e-03 0.000000e+00 energy 3.195086e+01 3.794606e-04 3.195086e-01 displacement 1.784500e+02 7.224969e-01 1.702059e-04 5 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 1.974998e-03 0.000000e+00 energy 3.195086e+01 5.462820e-04 3.195086e-01 displacement 1.784500e+02 1.300720e-01 1.700534e-04 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 4.932094e-04 0.000000e+00 energy 3.195086e+01 6.345620e-05 3.195086e-01 displacement 1.784500e+02 1.299840e-01 1.735845e-04 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 4.666479e-04 0.000000e+00 energy 3.195086e+01 1.373806e-04 3.195086e-01 displacement 1.784500e+02 1.561598e-02 1.739600e-04 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 1.400843e-04 0.000000e+00 energy 3.195086e+01 2.795872e-05 3.195086e-01 displacement 1.784500e+02 2.628444e-02 1.731607e-04 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.599532 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 2.451764e-05 0.000000e+00 energy 3.195086e+01 1.333400e-05 3.195086e-01 displacement 1.784500e+02 4.223360e-03 1.730529e-04 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 2.275524e+02 9.035339e-06 0.000000e+00 energy 3.195086e+01 2.855518e-06 3.195086e-01 displacement 1.784500e+02 2.479364e-03 1.734620e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 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 2.275524e+02 5.616946e-07 0.000000e+00 energy 3.195086e+01 1.143679e-07 3.195086e-01 displacement 1.784500e+02 2.830771e-04 1.735040e-04 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 2.275524e+02 3.322016e-07 0.000000e+00 energy 3.195086e+01 1.344835e-07 3.195086e-01 displacement 1.784500e+02 2.608717e-04 1.735747e-04 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 2.275524e+02 2.876396e-07 0.000000e+00 energy 3.195086e+01 1.482745e-08 3.195086e-01 displacement 1.784500e+02 1.814223e-03 1.737761e-04 14 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.275524e+02 1.394257e-07 0.000000e+00 energy 3.195086e+01 4.477403e-08 3.195086e-01 displacement 1.784500e+02 1.627782e-04 1.738427e-04 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 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 2.324656e+02 1.182327e-02 0.000000e+00 energy 3.242503e+01 2.981837e-02 3.242503e-01 displacement 1.793471e+02 1.793471e+02 1.793471e-04 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 2.324656e+02 3.298763e-03 0.000000e+00 energy 3.242503e+01 4.103716e-04 3.242503e-01 displacement 1.793471e+02 4.106710e-01 1.798247e-04 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 2.324656e+02 1.453799e-03 0.000000e+00 energy 3.242503e+01 3.187306e-04 3.242503e-01 displacement 1.793471e+02 2.692389e-01 1.725714e-04 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 2.324656e+02 4.290254e-04 0.000000e+00 energy 3.242503e+01 3.408130e-05 3.242503e-01 displacement 1.793471e+02 1.119993e-01 1.688433e-04 5 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.292939 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 3.736230e-04 0.000000e+00 energy 3.242503e+01 5.991012e-05 3.242503e-01 displacement 1.793471e+02 5.181742e-03 1.686175e-04 6 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 2.817508e-04 0.000000e+00 energy 3.242503e+01 9.943774e-05 3.242503e-01 displacement 1.793471e+02 1.349089e-02 1.697824e-04 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 7.683145e-05 0.000000e+00 energy 3.242503e+01 3.904305e-05 3.242503e-01 displacement 1.793471e+02 5.472446e-03 1.699271e-04 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.457158 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 7.258993e-05 0.000000e+00 energy 3.242503e+01 2.241906e-05 3.242503e-01 displacement 1.793471e+02 1.094438e-02 1.692427e-04 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 3.292591e-05 0.000000e+00 energy 3.242503e+01 8.734437e-06 3.242503e-01 displacement 1.793471e+02 5.722387e-03 1.689370e-04 10 Nonlinear solution status: time= 1.93 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 6.936238e-05 0.000000e+00 energy 3.242503e+01 1.486389e-05 3.242503e-01 displacement 1.793471e+02 5.889738e-02 1.682160e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 11 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 1.568146e-05 0.000000e+00 energy 3.242503e+01 9.446620e-06 3.242503e-01 displacement 1.793471e+02 4.925864e-03 1.680541e-04 12 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 2.574779e-05 0.000000e+00 energy 3.242503e+01 1.743278e-05 3.242503e-01 displacement 1.793471e+02 5.551882e-02 1.674715e-04 13 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 1.033704e-04 0.000000e+00 energy 3.242503e+01 5.491253e-05 3.242503e-01 displacement 1.793471e+02 4.930335e-01 1.663469e-04 14 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.063810 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 4.277701e-04 0.000000e+00 energy 3.242503e+01 3.291014e-05 3.242503e-01 displacement 1.793471e+02 5.714250e-01 1.662425e-04 15 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.437656 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 6.720880e-04 0.000000e+00 energy 3.242503e+01 4.273093e-06 3.242503e-01 displacement 1.793471e+02 3.675538e-01 1.669733e-04 16 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 1.207421e-04 0.000000e+00 energy 3.242503e+01 1.422542e-05 3.242503e-01 displacement 1.793471e+02 3.058267e-02 1.673996e-04 17 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 6.796305e-04 0.000000e+00 energy 3.242503e+01 4.761307e-05 3.242503e-01 displacement 1.793471e+02 1.130802e-01 1.669302e-04 18 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 5.795548e-05 0.000000e+00 energy 3.242503e+01 1.013425e-05 3.242503e-01 displacement 1.793471e+02 2.151300e-02 1.672031e-04 19 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 2.484446e-05 0.000000e+00 energy 3.242503e+01 3.839361e-06 3.242503e-01 displacement 1.793471e+02 3.401871e-02 1.675353e-04 20 Nonlinear solution status: time= 1.93 stiffness updates = 9 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 1.173871e-06 0.000000e+00 energy 3.242503e+01 2.288395e-07 3.242503e-01 displacement 1.793471e+02 2.382209e-03 1.674202e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 21 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324656e+02 2.020967e-08 0.000000e+00 energy 3.242503e+01 1.656014e-08 3.242503e-01 displacement 1.793471e+02 1.009444e-05 1.673997e-04 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288361 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 2.378105e+02 1.142997e-02 0.000000e+00 energy 3.278575e+01 2.414154e-02 3.278575e-01 displacement 1.812807e+02 1.812807e+02 1.812807e-04 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 2.378105e+02 1.601020e-03 0.000000e+00 energy 3.278575e+01 7.186747e-04 3.278575e-01 displacement 1.812807e+02 4.003284e-01 1.791916e-04 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 2.378105e+02 1.516747e-03 0.000000e+00 energy 3.278575e+01 6.273088e-04 3.278575e-01 displacement 1.812807e+02 5.726013e-01 1.732199e-04 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 2.378105e+02 1.902816e-04 0.000000e+00 energy 3.278575e+01 9.912715e-05 3.278575e-01 displacement 1.812807e+02 5.482047e-02 1.729217e-04 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 2.378105e+02 8.477558e-05 0.000000e+00 energy 3.278575e+01 2.968413e-05 3.278575e-01 displacement 1.812807e+02 2.683021e-02 1.749237e-04 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.623789 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 4.625872e-05 0.000000e+00 energy 3.278575e+01 7.618510e-06 3.278575e-01 displacement 1.812807e+02 3.305774e-02 1.757681e-04 7 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 1.805523e-05 0.000000e+00 energy 3.278575e+01 6.539525e-06 3.278575e-01 displacement 1.812807e+02 1.518176e-02 1.760749e-04 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 2.378105e+02 2.036186e-05 0.000000e+00 energy 3.278575e+01 5.627601e-06 3.278575e-01 displacement 1.812807e+02 4.254879e-02 1.769914e-04 9 Nonlinear solution status: time= 1.94 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 4.448964e-05 0.000000e+00 energy 3.278575e+01 3.786031e-06 3.278575e-01 displacement 1.812807e+02 6.587626e-02 1.784700e-04 10 Nonlinear solution status: time= 1.94 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 1.138276e-05 0.000000e+00 energy 3.278575e+01 1.262226e-06 3.278575e-01 displacement 1.812807e+02 5.504126e-03 1.789875e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 11 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 3.629896e-06 0.000000e+00 energy 3.278575e+01 1.902860e-06 3.278575e-01 displacement 1.812807e+02 1.461689e-03 1.787947e-04 12 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 2.741839e-06 0.000000e+00 energy 3.278575e+01 8.698516e-07 3.278575e-01 displacement 1.812807e+02 4.247555e-03 1.784058e-04 13 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 1.270969e-06 0.000000e+00 energy 3.278575e+01 4.847964e-07 3.278575e-01 displacement 1.812807e+02 4.261632e-03 1.780233e-04 14 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 1.640382e-07 0.000000e+00 energy 3.278575e+01 1.131675e-07 3.278575e-01 displacement 1.812807e+02 1.955084e-03 1.777747e-04 15 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.378105e+02 1.375713e-08 0.000000e+00 energy 3.278575e+01 1.824530e-08 3.278575e-01 displacement 1.812807e+02 1.785647e-05 1.777597e-04 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 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 2.403171e+02 1.227179e-02 0.000000e+00 energy 3.298050e+01 3.278891e-02 3.298050e-01 displacement 1.810527e+02 1.810527e+02 1.810527e-04 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 2.403171e+02 1.175497e-03 0.000000e+00 energy 3.298050e+01 6.706948e-04 3.298050e-01 displacement 1.810527e+02 2.109594e-01 1.780045e-04 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 2.403171e+02 9.332265e-04 0.000000e+00 energy 3.298050e+01 4.167890e-04 3.298050e-01 displacement 1.810527e+02 2.078529e-01 1.717223e-04 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 2.403171e+02 1.190117e-04 0.000000e+00 energy 3.298050e+01 5.856878e-05 3.298050e-01 displacement 1.810527e+02 1.809668e-02 1.713443e-04 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 2.403171e+02 3.410984e-05 0.000000e+00 energy 3.298050e+01 3.919191e-06 3.298050e-01 displacement 1.810527e+02 6.166666e-03 1.724480e-04 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 2.403171e+02 6.734887e-06 0.000000e+00 energy 3.298050e+01 3.593404e-06 3.298050e-01 displacement 1.810527e+02 8.510631e-03 1.720875e-04 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 2.403171e+02 2.791690e-06 0.000000e+00 energy 3.298050e+01 9.592098e-07 3.298050e-01 displacement 1.810527e+02 5.960353e-03 1.719689e-04 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 2.403171e+02 1.163932e-06 0.000000e+00 energy 3.298050e+01 7.349052e-07 3.298050e-01 displacement 1.810527e+02 3.697701e-03 1.718821e-04 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 2.403171e+02 4.182423e-07 0.000000e+00 energy 3.298050e+01 7.634746e-08 3.298050e-01 displacement 1.810527e+02 6.301986e-03 1.717675e-04 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 2.403171e+02 1.362104e-07 0.000000e+00 energy 3.298050e+01 2.303601e-08 3.298050e-01 displacement 1.810527e+02 1.035127e-04 1.717571e-04 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 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 2.455425e+02 1.298919e-02 0.000000e+00 energy 3.331693e+01 3.008432e-02 3.331693e-01 displacement 1.806650e+02 1.806650e+02 1.806650e-04 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 2.455425e+02 1.112998e-03 0.000000e+00 energy 3.331693e+01 5.605363e-04 3.331693e-01 displacement 1.806650e+02 1.927812e-01 1.773054e-04 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 2.455425e+02 2.082040e-04 0.000000e+00 energy 3.331693e+01 4.635948e-05 3.331693e-01 displacement 1.806650e+02 1.896588e-01 1.716833e-04 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 2.455425e+02 5.015117e-05 0.000000e+00 energy 3.331693e+01 2.164724e-05 3.331693e-01 displacement 1.806650e+02 4.685930e-02 1.711597e-04 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 2.455425e+02 2.057275e-05 0.000000e+00 energy 3.331693e+01 5.722570e-06 3.331693e-01 displacement 1.806650e+02 1.850949e-02 1.716500e-04 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 2.455425e+02 8.495757e-06 0.000000e+00 energy 3.331693e+01 1.640685e-06 3.331693e-01 displacement 1.806650e+02 5.797810e-03 1.720960e-04 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 2.455425e+02 2.194687e-06 0.000000e+00 energy 3.331693e+01 9.069861e-07 3.331693e-01 displacement 1.806650e+02 7.397679e-04 1.722425e-04 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.455425e+02 5.054911e-07 0.000000e+00 energy 3.331693e+01 8.184309e-08 3.331693e-01 displacement 1.806650e+02 6.905969e-04 1.722798e-04 9 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.455425e+02 2.012349e-07 0.000000e+00 energy 3.331693e+01 9.174805e-08 3.331693e-01 displacement 1.806650e+02 3.410114e-04 1.723121e-04 10 Nonlinear solution status: time= 1.96 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.455425e+02 4.293893e-08 0.000000e+00 energy 3.331693e+01 3.526089e-08 3.331693e-01 displacement 1.806650e+02 7.063487e-04 1.723568e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 11 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.455425e+02 4.059851e-09 0.000000e+00 energy 3.331693e+01 2.572564e-09 3.331693e-01 displacement 1.806650e+02 1.003968e-06 1.723661e-04 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 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 2.515797e+02 1.286270e-02 0.000000e+00 energy 3.356623e+01 3.006448e-02 3.356623e-01 displacement 1.802733e+02 1.802733e+02 1.802733e-04 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 2.515797e+02 2.150004e-03 0.000000e+00 energy 3.356623e+01 5.699476e-04 3.356623e-01 displacement 1.802733e+02 7.125828e-01 1.792694e-04 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 2.515797e+02 1.010731e-03 0.000000e+00 energy 3.356623e+01 2.550717e-04 3.356623e-01 displacement 1.802733e+02 2.821881e-01 1.740341e-04 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 2.515797e+02 1.676224e-04 0.000000e+00 energy 3.356623e+01 3.367029e-05 3.356623e-01 displacement 1.802733e+02 1.252501e-01 1.726344e-04 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 2.515797e+02 2.580036e-05 0.000000e+00 energy 3.356623e+01 1.542550e-05 3.356623e-01 displacement 1.802733e+02 4.363387e-02 1.736564e-04 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 2.515797e+02 1.500284e-05 0.000000e+00 energy 3.356623e+01 5.156872e-06 3.356623e-01 displacement 1.802733e+02 3.412717e-02 1.746272e-04 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 2.515797e+02 5.388547e-06 0.000000e+00 energy 3.356623e+01 3.699216e-08 3.356623e-01 displacement 1.802733e+02 7.888597e-03 1.750479e-04 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 2.515797e+02 1.909157e-06 0.000000e+00 energy 3.356623e+01 8.524869e-08 3.356623e-01 displacement 1.802733e+02 1.434992e-03 1.752113e-04 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 2.515797e+02 4.683918e-07 0.000000e+00 energy 3.356623e+01 1.618660e-07 3.356623e-01 displacement 1.802733e+02 2.731215e-04 1.751307e-04 10 Nonlinear solution status: time= 1.97 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515797e+02 5.691258e-08 0.000000e+00 energy 3.356623e+01 3.127988e-09 3.356623e-01 displacement 1.802733e+02 3.293919e-05 1.751020e-04 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 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 2.515003e+02 1.535966e-02 0.000000e+00 energy 3.351740e+01 2.992204e-02 3.351740e-01 displacement 1.798224e+02 1.798224e+02 1.798224e-04 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 2.515003e+02 3.618230e-02 0.000000e+00 energy 3.351740e+01 1.291887e-02 3.351740e-01 displacement 1.798224e+02 1.751922e+00 1.841073e-04 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 2.515003e+02 9.411186e-03 0.000000e+00 energy 3.351740e+01 1.947151e-03 3.351740e-01 displacement 1.798224e+02 2.945796e-01 1.768620e-04 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 2.515003e+02 2.769172e-03 0.000000e+00 energy 3.351740e+01 8.738756e-04 3.351740e-01 displacement 1.798224e+02 2.597078e-01 1.710224e-04 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.441221 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 2.329470e-03 0.000000e+00 energy 3.351740e+01 4.448571e-04 3.351740e-01 displacement 1.798224e+02 2.026185e-02 1.711152e-04 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 2.170354e-03 0.000000e+00 energy 3.351740e+01 9.888331e-04 3.351740e-01 displacement 1.798224e+02 2.036339e-01 1.745183e-04 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 1.884071e-04 0.000000e+00 energy 3.351740e+01 2.422271e-04 3.351740e-01 displacement 1.798224e+02 1.578277e-02 1.734662e-04 8 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.395871 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 1.467143e-04 0.000000e+00 energy 3.351740e+01 6.690613e-05 3.351740e-01 displacement 1.798224e+02 1.080925e-02 1.729522e-04 9 Nonlinear solution status: time= 1.98 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.393353 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 1.251485e-04 0.000000e+00 energy 3.351740e+01 2.039488e-05 3.351740e-01 displacement 1.798224e+02 3.981384e-03 1.729120e-04 10 Nonlinear solution status: time= 1.98 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 2.130421e-05 0.000000e+00 energy 3.351740e+01 3.292082e-06 3.351740e-01 displacement 1.798224e+02 1.161455e-02 1.731689e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 11 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 6.980417e-06 0.000000e+00 energy 3.351740e+01 5.693536e-06 3.351740e-01 displacement 1.798224e+02 4.016458e-03 1.733171e-04 12 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 1.171444e-05 0.000000e+00 energy 3.351740e+01 3.557953e-08 3.351740e-01 displacement 1.798224e+02 5.148913e-03 1.736453e-04 13 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 3.852023e-06 0.000000e+00 energy 3.351740e+01 9.479578e-07 3.351740e-01 displacement 1.798224e+02 7.124656e-03 1.739671e-04 14 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 1.974865e-07 0.000000e+00 energy 3.351740e+01 2.528013e-07 3.351740e-01 displacement 1.798224e+02 9.618967e-04 1.740614e-04 15 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.515003e+02 1.701274e-07 0.000000e+00 energy 3.351740e+01 1.531990e-07 3.351740e-01 displacement 1.798224e+02 5.335278e-05 1.740655e-04 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 006UA_QuadCleaned_run3.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288379 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 2.548210e+02 2.092216e-02 0.000000e+00 energy 3.378483e+01 2.218963e-02 3.378483e-01 displacement 1.796260e+02 1.796260e+02 1.796260e-04 2 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.480034 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 8.185219e-02 0.000000e+00 energy 3.378483e+01 1.851785e-02 3.378483e-01 displacement 1.796260e+02 1.199945e+00 1.854401e-04 3 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 1.947139e-02 0.000000e+00 energy 3.378483e+01 1.857913e-03 3.378483e-01 displacement 1.796260e+02 5.045261e-01 1.801436e-04 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 5.667027e-03 0.000000e+00 energy 3.378483e+01 8.167188e-04 3.378483e-01 displacement 1.796260e+02 4.613653e-01 1.737053e-04 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.435932 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 1.962747e-03 0.000000e+00 energy 3.378483e+01 3.877433e-04 3.378483e-01 displacement 1.796260e+02 7.681626e-02 1.731326e-04 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.380898 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 1.033542e-03 0.000000e+00 energy 3.378483e+01 6.421755e-05 3.378483e-01 displacement 1.796260e+02 4.434318e-02 1.735668e-04 7 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 3.723743e-04 0.000000e+00 energy 3.378483e+01 3.297995e-05 3.378483e-01 displacement 1.796260e+02 1.808511e-01 1.759767e-04 8 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 3.044334e-04 0.000000e+00 energy 3.378483e+01 2.203096e-06 3.378483e-01 displacement 1.796260e+02 1.444998e-01 1.779672e-04 9 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 2.259586e-04 0.000000e+00 energy 3.378483e+01 3.396943e-05 3.378483e-01 displacement 1.796260e+02 1.997400e-01 1.803247e-04 10 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 6.887053e-04 0.000000e+00 energy 3.378483e+01 5.367473e-05 3.378483e-01 displacement 1.796260e+02 7.650886e-01 1.859962e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288397 11 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.359922 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 3.605007e-04 0.000000e+00 energy 3.378483e+01 4.356228e-05 3.378483e-01 displacement 1.796260e+02 4.057138e-03 1.853954e-04 12 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.589471 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 1.954276e-04 0.000000e+00 energy 3.378483e+01 5.041067e-05 3.378483e-01 displacement 1.796260e+02 2.639237e-02 1.842738e-04 13 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 5.972645e-05 0.000000e+00 energy 3.378483e+01 5.899325e-06 3.378483e-01 displacement 1.796260e+02 7.333102e-04 1.843336e-04 14 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 1.166606e-05 0.000000e+00 energy 3.378483e+01 1.396869e-06 3.378483e-01 displacement 1.796260e+02 2.949814e-03 1.838268e-04 15 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 7.197300e-06 0.000000e+00 energy 3.378483e+01 1.318899e-07 3.378483e-01 displacement 1.796260e+02 5.773163e-03 1.832171e-04 16 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 6.830001e-06 0.000000e+00 energy 3.378483e+01 1.159745e-06 3.378483e-01 displacement 1.796260e+02 1.059062e-02 1.824748e-04 17 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 1.728849e-06 0.000000e+00 energy 3.378483e+01 3.028282e-07 3.378483e-01 displacement 1.796260e+02 8.662534e-04 1.822632e-04 18 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 4.582303e-07 0.000000e+00 energy 3.378483e+01 2.040939e-07 3.378483e-01 displacement 1.796260e+02 2.468291e-04 1.823890e-04 19 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.548210e+02 7.502472e-08 0.000000e+00 energy 3.378483e+01 3.375546e-08 3.378483e-01 displacement 1.796260e+02 1.781696e-06 1.823917e-04 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 006UA_QuadCleaned_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 ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288397 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 2.578068e+02 2.141431e-02 0.000000e+00 energy 3.413127e+01 3.400048e-02 3.413127e-01 displacement 1.788365e+02 1.788365e+02 1.788365e-04 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 2.578068e+02 5.692173e-03 0.000000e+00 energy 3.413127e+01 1.698212e-03 3.413127e-01 displacement 1.788365e+02 5.622080e-01 1.773426e-04 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 2.578068e+02 2.803665e-03 0.000000e+00 energy 3.413127e+01 6.002309e-04 3.413127e-01 displacement 1.788365e+02 1.058629e+00 1.735493e-04 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 2.578068e+02 1.406840e-03 0.000000e+00 energy 3.413127e+01 3.700083e-04 3.413127e-01 displacement 1.788365e+02 1.559280e+00 1.752962e-04 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 2.578068e+02 2.842256e-03 0.000000e+00 energy 3.413127e+01 6.820193e-04 3.413127e-01 displacement 1.788365e+02 2.357411e+00 1.845678e-04 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 2.578068e+02 1.048466e-03 0.000000e+00 energy 3.413127e+01 5.613630e-05 3.413127e-01 displacement 1.788365e+02 2.408306e-01 1.893947e-04 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 2.578068e+02 2.517510e-04 0.000000e+00 energy 3.413127e+01 2.993022e-05 3.413127e-01 displacement 1.788365e+02 5.805346e-02 1.925247e-04 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 2.578068e+02 1.947235e-04 0.000000e+00 energy 3.413127e+01 2.594680e-05 3.413127e-01 displacement 1.788365e+02 1.710869e-02 1.917190e-04 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 2.578068e+02 3.370834e-05 0.000000e+00 energy 3.413127e+01 1.547037e-06 3.413127e-01 displacement 1.788365e+02 1.738946e-02 1.924122e-04 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 2.578068e+02 8.821965e-06 0.000000e+00 energy 3.413127e+01 1.976880e-07 3.413127e-01 displacement 1.788365e+02 2.987597e-03 1.930183e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288451 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 2.578068e+02 1.319420e-06 0.000000e+00 energy 3.413127e+01 1.865068e-07 3.413127e-01 displacement 1.788365e+02 3.088684e-04 1.931889e-04 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 2.578068e+02 6.362213e-07 0.000000e+00 energy 3.413127e+01 1.696193e-07 3.413127e-01 displacement 1.788365e+02 1.060611e-04 1.932512e-04 ------- converged at time : 2 ]0;(step 2/2: 100%) 006UA_QuadCleaned_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 ............ : 961 Average number of equilibrium iterations .......... : 10.5604 Total number of right hand evaluations ............ : 1409 Total number of stiffness reformations ............ : 158 Time in linear solver: 2:16:55 Elapsed time : 2:41:07 N O R M A L T E R M I N A T I O N