=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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/008_LL/008LL_Quad_run4.feb ...SUCCESS! ]0;(step 1/2: 0%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 3.057417e-18 3.169253e-18 0.000000e+00 energy 3.408350e-20 8.831317e-21 3.408350e-22 displacement 1.011491e-20 1.011491e-20 1.011491e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.169253e-18 4.106767e-18 0.000000e+00 energy 2.458011e-20 1.578382e-20 2.458011e-22 displacement 5.485253e-21 5.485253e-21 5.485253e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.106767e-18 4.632484e-18 0.000000e+00 energy 3.184179e-20 1.656564e-20 3.184179e-22 displacement 5.491395e-21 5.491395e-21 5.491395e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.632484e-18 3.617060e-18 0.000000e+00 energy 3.210930e-20 1.623550e-20 3.210930e-22 displacement 5.566153e-21 5.566153e-21 5.566153e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.617060e-18 4.666533e-18 0.000000e+00 energy 3.174992e-20 1.627959e-20 3.174992e-22 displacement 5.460812e-21 5.460812e-21 5.460812e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.666533e-18 3.838218e-18 0.000000e+00 energy 3.235690e-20 1.654533e-20 3.235690e-22 displacement 5.529128e-21 5.529128e-21 5.529128e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.838218e-18 4.402615e-18 0.000000e+00 energy 3.211787e-20 1.639518e-20 3.211787e-22 displacement 5.528433e-21 5.528433e-21 5.528433e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.402615e-18 5.124021e-18 0.000000e+00 energy 3.217182e-20 1.645506e-20 3.217182e-22 displacement 5.516607e-21 5.516607e-21 5.516607e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 5.124021e-18 4.761276e-18 0.000000e+00 energy 3.200557e-20 1.616623e-20 3.200557e-22 displacement 5.540521e-21 5.540521e-21 5.540521e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.761276e-18 4.521144e-18 0.000000e+00 energy 3.206379e-20 1.662730e-20 3.206379e-22 displacement 5.556616e-21 5.556616e-21 5.556616e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.521144e-18 4.057616e-18 0.000000e+00 energy 3.216008e-20 1.622276e-20 3.216008e-22 displacement 5.640630e-21 5.640630e-21 5.640630e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 008LL_Quad_run4.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 ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 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 4.057616e-18 4.175922e-18 0.000000e+00 energy 3.199032e-20 1.656187e-20 3.199032e-22 displacement 5.500617e-21 5.500617e-21 5.500617e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 008LL_Quad_run4.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: 0:03:00 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 4.175922e-18 3.576892e+01 0.000000e+00 energy 3.203937e-20 2.094926e-13 3.203937e-22 displacement 5.501580e-21 1.375395e-21 1.375395e-27 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864619 2 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.576892e+01 2.738678e+01 0.000000e+00 energy 2.094926e-13 1.045052e+00 2.094926e-15 displacement 5.501580e-21 1.245599e+01 1.245599e-05 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864475 3 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 0.040711 convergence norms : INITIAL CURRENT REQUIRED residual 2.738678e+01 2.370996e+01 0.000000e+00 energy 1.045052e+00 3.552090e-02 1.045052e-02 displacement 5.501580e-21 3.333772e-01 1.094999e-05 4 Nonlinear solution status: time= 1.1 stiffness updates = 1 right hand side evaluations = 11 stiffness matrix reformations = 3 step from line search = 0.364508 convergence norms : INITIAL CURRENT REQUIRED residual 2.738678e+01 7.047338e+00 0.000000e+00 energy 1.045052e+00 4.119376e-02 1.045052e-02 displacement 5.501580e-21 1.305673e+00 6.031602e-06 5 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 184881 at gauss point 5 * * jacobian = -0.568357 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197183 at gauss point 8 * * jacobian = -0.425024 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 174756 at gauss point 8 * * jacobian = -0.222503 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 198911 at gauss point 3 * * jacobian = -0.176142 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 199317 at gauss point 8 * * jacobian = -0.100749 * * * ************************************************************************* ------- failed to converge at time : 1.1 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.05 ===== beginning time step 1 : 1.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 1 Nonlinear solution status: time= 1.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 4.175922e-18 1.812544e-01 0.000000e+00 energy 3.203937e-20 6.394753e-15 3.203937e-22 displacement 5.501580e-21 1.375395e-21 1.375395e-27 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864439 2 Nonlinear solution status: time= 1.05 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812544e-01 1.838006e-04 0.000000e+00 energy 6.394753e-15 1.664876e-04 6.394753e-17 displacement 5.501580e-21 3.992921e-02 3.992921e-08 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864385 3 Nonlinear solution status: time= 1.05 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.838006e-04 1.652887e-05 0.000000e+00 energy 1.664876e-04 1.253503e-06 1.664876e-06 displacement 5.501580e-21 7.471565e-03 4.015016e-08 4 Nonlinear solution status: time= 1.05 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.838006e-04 3.068413e-08 0.000000e+00 energy 1.664876e-04 2.124698e-08 1.664876e-06 displacement 5.501580e-21 6.852654e-06 4.117077e-08 5 Nonlinear solution status: time= 1.05 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.838006e-04 9.515034e-09 0.000000e+00 energy 1.664876e-04 1.971511e-09 1.664876e-06 displacement 5.501580e-21 1.353532e-06 4.116425e-08 6 Nonlinear solution status: time= 1.05 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.838006e-04 6.686436e-11 0.000000e+00 energy 1.664876e-04 9.462191e-11 1.664876e-06 displacement 5.501580e-21 2.463334e-09 4.114548e-08 ------- converged at time : 1.05 ]0;(step 2/2: 5%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 2 : 1.06 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864385 1 Nonlinear solution status: time= 1.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.351102e-02 1.295393e-04 0.000000e+00 energy 2.456973e-02 6.401539e-04 2.456973e-04 displacement 5.355584e-02 5.355584e-02 5.355584e-08 2 Nonlinear solution status: time= 1.06 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.351102e-02 3.887590e-07 0.000000e+00 energy 2.456973e-02 5.131789e-07 2.456973e-04 displacement 5.355584e-02 4.411128e-05 5.605083e-08 3 Nonlinear solution status: time= 1.06 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.351102e-02 3.336702e-08 0.000000e+00 energy 2.456973e-02 5.364281e-09 2.456973e-04 displacement 5.355584e-02 1.751316e-06 5.607238e-08 4 Nonlinear solution status: time= 1.06 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.351102e-02 4.512955e-09 0.000000e+00 energy 2.456973e-02 1.472148e-09 2.456973e-04 displacement 5.355584e-02 3.347060e-08 5.603268e-08 ------- converged at time : 1.06 ]0;(step 2/2: 6%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.07 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864385 1 Nonlinear solution status: time= 1.07 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 2.157553e-04 0.000000e+00 energy 2.455542e-02 1.211837e-03 2.455542e-04 displacement 5.318694e-02 5.318694e-02 5.318694e-08 2 Nonlinear solution status: time= 1.07 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 8.577612e-05 0.000000e+00 energy 2.455542e-02 1.083830e-04 2.455542e-04 displacement 5.318694e-02 1.329562e-03 6.654413e-08 3 Nonlinear solution status: time= 1.07 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 1.641396e-05 0.000000e+00 energy 2.455542e-02 2.594186e-05 2.455542e-04 displacement 5.318694e-02 2.907788e-04 6.090335e-08 4 Nonlinear solution status: time= 1.07 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.515250 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 1.731003e-06 0.000000e+00 energy 2.455542e-02 3.768975e-06 2.455542e-04 displacement 5.318694e-02 6.833979e-05 5.824046e-08 5 Nonlinear solution status: time= 1.07 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.477364 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 5.954680e-07 0.000000e+00 energy 2.455542e-02 4.723320e-07 2.455542e-04 displacement 5.318694e-02 3.208846e-06 5.768591e-08 6 Nonlinear solution status: time= 1.07 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 1.594935e-09 0.000000e+00 energy 2.455542e-02 5.498537e-10 2.455542e-04 displacement 5.318694e-02 4.716104e-07 5.785732e-08 7 Nonlinear solution status: time= 1.07 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.363252e-02 2.918802e-11 0.000000e+00 energy 2.455542e-02 4.808359e-13 2.455542e-04 displacement 5.318694e-02 1.997714e-09 5.785742e-08 ------- converged at time : 1.07 ]0;(step 2/2: 7%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.08 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864439 1 Nonlinear solution status: time= 1.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.636110e-01 2.260445e-04 0.000000e+00 energy 3.830555e-02 7.749159e-04 3.830555e-04 displacement 6.105502e-02 6.105502e-02 6.105502e-08 2 Nonlinear solution status: time= 1.08 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.636110e-01 7.133542e-07 0.000000e+00 energy 3.830555e-02 5.515740e-07 3.830555e-04 displacement 6.105502e-02 7.409860e-05 6.398494e-08 3 Nonlinear solution status: time= 1.08 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.636110e-01 1.477980e-07 0.000000e+00 energy 3.830555e-02 5.411801e-09 3.830555e-04 displacement 6.105502e-02 6.359175e-06 6.418462e-08 4 Nonlinear solution status: time= 1.08 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.636110e-01 2.926047e-08 0.000000e+00 energy 3.830555e-02 3.701942e-09 3.830555e-04 displacement 6.105502e-02 2.821246e-07 6.414676e-08 5 Nonlinear solution status: time= 1.08 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.636110e-01 3.757940e-09 0.000000e+00 energy 3.830555e-02 7.010533e-10 3.830555e-04 displacement 6.105502e-02 1.775818e-07 6.410449e-08 6 Nonlinear solution status: time= 1.08 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.636110e-01 9.670330e-10 0.000000e+00 energy 3.830555e-02 2.694368e-10 3.830555e-04 displacement 6.105502e-02 3.367679e-08 6.410155e-08 ------- converged at time : 1.08 ]0;(step 2/2: 8%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.09 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864439 1 Nonlinear solution status: time= 1.09 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.639405e-01 1.823238e-02 0.000000e+00 energy 3.826960e-02 4.756913e-03 3.826960e-04 displacement 6.075141e-02 6.075141e-02 6.075141e-08 2 Nonlinear solution status: time= 1.09 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.522791 convergence norms : INITIAL CURRENT REQUIRED residual 1.639405e-01 2.174436e-01 0.000000e+00 energy 3.826960e-02 6.168994e-02 3.826960e-04 displacement 6.075141e-02 2.451493e+00 3.114281e-06 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864223 3 Nonlinear solution status: time= 1.09 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.161500 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 1.593790e-01 0.000000e+00 energy 6.168994e-02 1.204494e-02 6.168994e-04 displacement 6.075141e-02 1.656551e-01 1.882276e-06 4 Nonlinear solution status: time= 1.09 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 2 step from line search = 0.148595 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 1.215265e-01 0.000000e+00 energy 6.168994e-02 4.849879e-03 6.168994e-04 displacement 6.075141e-02 9.938703e-02 1.154777e-06 5 Nonlinear solution status: time= 1.09 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 2 step from line search = 0.186126 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 8.859003e-02 0.000000e+00 energy 6.168994e-02 4.126811e-03 6.168994e-04 displacement 6.075141e-02 6.732737e-02 6.757684e-07 6 Nonlinear solution status: time= 1.09 stiffness updates = 3 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 0.099822 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 6.688938e-02 0.000000e+00 energy 6.168994e-02 1.861153e-03 6.168994e-04 displacement 6.075141e-02 3.982294e-02 4.055959e-07 7 Nonlinear solution status: time= 1.09 stiffness updates = 4 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.269503 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 4.121323e-02 0.000000e+00 energy 6.168994e-02 1.396482e-03 6.168994e-04 displacement 6.075141e-02 2.613491e-02 2.288803e-07 8 Nonlinear solution status: time= 1.09 stiffness updates = 5 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.179223 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 2.348982e-02 0.000000e+00 energy 6.168994e-02 7.788474e-04 6.168994e-04 displacement 6.075141e-02 9.349698e-03 1.600294e-07 9 Nonlinear solution status: time= 1.09 stiffness updates = 6 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.299934 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 1.125859e-02 0.000000e+00 energy 6.168994e-02 4.368775e-04 6.168994e-04 displacement 6.075141e-02 4.944789e-03 1.156827e-07 10 Nonlinear solution status: time= 1.09 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.285067 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 5.828273e-03 0.000000e+00 energy 6.168994e-02 1.898659e-04 6.168994e-04 displacement 6.075141e-02 1.512724e-03 9.736086e-08 11 Nonlinear solution status: time= 1.09 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.203297 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 3.947103e-03 0.000000e+00 energy 6.168994e-02 1.142486e-05 6.168994e-04 displacement 6.075141e-02 5.592022e-04 8.678102e-08 12 Nonlinear solution status: time= 1.09 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.251813 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 8.974854e-04 0.000000e+00 energy 6.168994e-02 3.849257e-05 6.168994e-04 displacement 6.075141e-02 3.675269e-04 8.293041e-08 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864493 13 Nonlinear solution status: time= 1.09 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 9.289950e-07 0.000000e+00 energy 6.168994e-02 5.103214e-07 6.168994e-04 displacement 6.075141e-02 3.128403e-04 8.950067e-08 14 Nonlinear solution status: time= 1.09 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 2.647676e-08 0.000000e+00 energy 6.168994e-02 3.472780e-09 6.168994e-04 displacement 6.075141e-02 9.257200e-08 8.947117e-08 15 Nonlinear solution status: time= 1.09 stiffness updates = 2 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.174436e-01 1.288726e-11 0.000000e+00 energy 6.168994e-02 1.760385e-11 6.168994e-04 displacement 6.075141e-02 9.016725e-09 8.943341e-08 ------- converged at time : 1.09 ]0;(step 2/2: 9%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864493 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.062886e-01 4.682112e-04 0.000000e+00 energy 6.244821e-02 1.821064e-03 6.244821e-04 displacement 1.188544e-01 1.188544e-01 1.188544e-07 2 Nonlinear solution status: time= 1.1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.062886e-01 2.222802e-06 0.000000e+00 energy 6.244821e-02 2.310384e-06 6.244821e-04 displacement 1.188544e-01 2.503404e-04 1.281974e-07 3 Nonlinear solution status: time= 1.1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.062886e-01 2.497661e-07 0.000000e+00 energy 6.244821e-02 4.131685e-08 6.244821e-04 displacement 1.188544e-01 8.484529e-06 1.285002e-07 4 Nonlinear solution status: time= 1.1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.062886e-01 1.569592e-07 0.000000e+00 energy 6.244821e-02 3.088451e-08 6.244821e-04 displacement 1.188544e-01 6.640279e-07 1.283140e-07 5 Nonlinear solution status: time= 1.1 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.062886e-01 9.644660e-09 0.000000e+00 energy 6.244821e-02 4.026712e-09 6.244821e-04 displacement 1.188544e-01 3.841952e-07 1.282743e-07 6 Nonlinear solution status: time= 1.1 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.062886e-01 9.420124e-10 0.000000e+00 energy 6.244821e-02 5.735153e-10 6.244821e-04 displacement 1.188544e-01 3.703690e-08 1.282884e-07 ------- converged at time : 1.1 ]0;(step 2/2: 10%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.11 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864493 1 Nonlinear solution status: time= 1.11 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.067964e-01 5.538574e-04 0.000000e+00 energy 6.236894e-02 1.761633e-03 6.236894e-04 displacement 1.180778e-01 1.180778e-01 1.180778e-07 2 Nonlinear solution status: time= 1.11 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.067964e-01 3.052825e-06 0.000000e+00 energy 6.236894e-02 2.367272e-06 6.236894e-04 displacement 1.180778e-01 2.671101e-04 1.273483e-07 3 Nonlinear solution status: time= 1.11 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.067964e-01 2.415366e-07 0.000000e+00 energy 6.236894e-02 3.218269e-08 6.236894e-04 displacement 1.180778e-01 7.810696e-06 1.275861e-07 4 Nonlinear solution status: time= 1.11 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.067964e-01 1.567325e-07 0.000000e+00 energy 6.236894e-02 2.020364e-08 6.236894e-04 displacement 1.180778e-01 4.704863e-07 1.274267e-07 5 Nonlinear solution status: time= 1.11 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.067964e-01 1.059043e-08 0.000000e+00 energy 6.236894e-02 3.004599e-09 6.236894e-04 displacement 1.180778e-01 2.626722e-07 1.273906e-07 6 Nonlinear solution status: time= 1.11 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.067964e-01 2.087883e-09 0.000000e+00 energy 6.236894e-02 7.048633e-10 6.236894e-04 displacement 1.180778e-01 3.547307e-08 1.274052e-07 ------- converged at time : 1.11 ]0;(step 2/2: 11%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864493 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 3.071938e-01 6.749193e-04 0.000000e+00 energy 6.226846e-02 1.666642e-03 6.226846e-04 displacement 1.173028e-01 1.173028e-01 1.173028e-07 2 Nonlinear solution status: time= 1.12 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.071938e-01 4.421319e-06 0.000000e+00 energy 6.226846e-02 2.132825e-06 6.226846e-04 displacement 1.173028e-01 2.969172e-04 1.263967e-07 3 Nonlinear solution status: time= 1.12 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.071938e-01 2.230401e-07 0.000000e+00 energy 6.226846e-02 2.565528e-08 6.226846e-04 displacement 1.173028e-01 7.018741e-06 1.265303e-07 4 Nonlinear solution status: time= 1.12 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.071938e-01 1.168113e-07 0.000000e+00 energy 6.226846e-02 1.294388e-08 6.226846e-04 displacement 1.173028e-01 2.597966e-07 1.263436e-07 5 Nonlinear solution status: time= 1.12 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.071938e-01 6.990700e-09 0.000000e+00 energy 6.226846e-02 1.832045e-09 6.226846e-04 displacement 1.173028e-01 1.367135e-07 1.263267e-07 6 Nonlinear solution status: time= 1.12 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.071938e-01 1.543840e-09 0.000000e+00 energy 6.226846e-02 4.179672e-10 6.226846e-04 displacement 1.173028e-01 1.483690e-08 1.263465e-07 ------- converged at time : 1.12 ]0;(step 2/2: 12%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864493 1 Nonlinear solution status: time= 1.13 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.074516e-01 7.905452e-04 0.000000e+00 energy 6.214032e-02 1.879959e-03 6.214032e-04 displacement 1.165182e-01 1.165182e-01 1.165182e-07 2 Nonlinear solution status: time= 1.13 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.074516e-01 5.190127e-06 0.000000e+00 energy 6.214032e-02 3.019227e-06 6.214032e-04 displacement 1.165182e-01 3.558271e-04 1.265964e-07 3 Nonlinear solution status: time= 1.13 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.074516e-01 3.016852e-07 0.000000e+00 energy 6.214032e-02 4.130357e-08 6.214032e-04 displacement 1.165182e-01 8.771320e-06 1.267372e-07 4 Nonlinear solution status: time= 1.13 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.074516e-01 1.763142e-07 0.000000e+00 energy 6.214032e-02 2.252660e-08 6.214032e-04 displacement 1.165182e-01 4.026918e-07 1.265135e-07 5 Nonlinear solution status: time= 1.13 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.074516e-01 1.092396e-08 0.000000e+00 energy 6.214032e-02 3.199451e-09 6.214032e-04 displacement 1.165182e-01 2.091160e-07 1.264996e-07 6 Nonlinear solution status: time= 1.13 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.074516e-01 2.043599e-09 0.000000e+00 energy 6.214032e-02 6.733971e-10 6.214032e-04 displacement 1.165182e-01 2.387658e-08 1.265244e-07 ------- converged at time : 1.13 ]0;(step 2/2: 13%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864493 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 1.787501e-03 0.000000e+00 energy 6.200528e-02 2.645048e-03 6.200528e-04 displacement 1.157656e-01 1.157656e-01 1.157656e-07 2 Nonlinear solution status: time= 1.14 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.609045 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 7.878003e-04 0.000000e+00 energy 6.200528e-02 1.188270e-03 6.200528e-04 displacement 1.157656e-01 4.195214e-02 2.463439e-07 3 Nonlinear solution status: time= 1.14 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 1.165934e-04 0.000000e+00 energy 6.200528e-02 2.747122e-04 6.200528e-04 displacement 1.157656e-01 6.126303e-03 1.882982e-07 4 Nonlinear solution status: time= 1.14 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.485179 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 3.439557e-05 0.000000e+00 energy 6.200528e-02 1.042819e-04 6.200528e-04 displacement 1.157656e-01 3.224297e-03 1.550941e-07 5 Nonlinear solution status: time= 1.14 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.359912 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 1.466897e-05 0.000000e+00 energy 6.200528e-02 2.721894e-05 6.200528e-04 displacement 1.157656e-01 5.106103e-04 1.438898e-07 6 Nonlinear solution status: time= 1.14 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.303173 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 7.240508e-06 0.000000e+00 energy 6.200528e-02 1.015153e-05 6.200528e-04 displacement 1.157656e-01 1.448030e-04 1.383572e-07 7 Nonlinear solution status: time= 1.14 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.260947 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 5.417236e-07 0.000000e+00 energy 6.200528e-02 3.425346e-08 6.200528e-04 displacement 1.157656e-01 5.185763e-05 1.351850e-07 8 Nonlinear solution status: time= 1.14 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 1.487082e-08 0.000000e+00 energy 6.200528e-02 1.047515e-08 6.200528e-04 displacement 1.157656e-01 1.951432e-07 1.353626e-07 9 Nonlinear solution status: time= 1.14 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.494609 convergence norms : INITIAL CURRENT REQUIRED residual 3.076712e-01 9.069279e-09 0.000000e+00 energy 6.200528e-02 2.116224e-09 6.200528e-04 displacement 1.157656e-01 1.142776e-08 1.353237e-07 ------- converged at time : 1.14 ]0;(step 2/2: 14%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864547 1 Nonlinear solution status: time= 1.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.881430e-01 9.762802e-04 0.000000e+00 energy 7.773248e-02 2.130733e-03 7.773248e-04 displacement 1.823890e-01 1.823890e-01 1.823890e-07 2 Nonlinear solution status: time= 1.15 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.881430e-01 5.374415e-06 0.000000e+00 energy 7.773248e-02 2.039697e-06 7.773248e-04 displacement 1.823890e-01 4.692742e-04 1.964454e-07 3 Nonlinear solution status: time= 1.15 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.881430e-01 4.865480e-07 0.000000e+00 energy 7.773248e-02 8.899861e-09 7.773248e-04 displacement 1.823890e-01 1.198025e-05 1.965888e-07 4 Nonlinear solution status: time= 1.15 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.881430e-01 2.055734e-07 0.000000e+00 energy 7.773248e-02 1.005042e-08 7.773248e-04 displacement 1.823890e-01 6.501203e-07 1.963050e-07 5 Nonlinear solution status: time= 1.15 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.881430e-01 2.351783e-08 0.000000e+00 energy 7.773248e-02 2.232413e-09 7.773248e-04 displacement 1.823890e-01 3.282641e-07 1.962446e-07 6 Nonlinear solution status: time= 1.15 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.881430e-01 7.463572e-09 0.000000e+00 energy 7.773248e-02 9.205790e-10 7.773248e-04 displacement 1.823890e-01 7.471148e-08 1.962853e-07 ------- converged at time : 1.15 ]0;(step 2/2: 15%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864547 1 Nonlinear solution status: time= 1.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.887172e-01 1.156208e-03 0.000000e+00 energy 7.764082e-02 2.441306e-03 7.764082e-04 displacement 1.818831e-01 1.818831e-01 1.818831e-07 2 Nonlinear solution status: time= 1.16 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.887172e-01 1.062209e-05 0.000000e+00 energy 7.764082e-02 1.162457e-05 7.764082e-04 displacement 1.818831e-01 5.925106e-04 1.982027e-07 3 Nonlinear solution status: time= 1.16 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.887172e-01 7.752032e-07 0.000000e+00 energy 7.764082e-02 1.617951e-07 7.764082e-04 displacement 1.818831e-01 1.778111e-05 1.971985e-07 4 Nonlinear solution status: time= 1.16 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.887172e-01 6.245633e-08 0.000000e+00 energy 7.764082e-02 2.793639e-08 7.764082e-04 displacement 1.818831e-01 5.571006e-07 1.967174e-07 5 Nonlinear solution status: time= 1.16 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.887172e-01 2.932175e-09 0.000000e+00 energy 7.764082e-02 1.854757e-09 7.764082e-04 displacement 1.818831e-01 7.374043e-08 1.967839e-07 ------- converged at time : 1.16 ]0;(step 2/2: 16%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864547 1 Nonlinear solution status: time= 1.17 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 9.049541e-04 0.000000e+00 energy 7.758068e-02 2.799127e-03 7.758068e-04 displacement 1.814156e-01 1.814156e-01 1.814156e-07 2 Nonlinear solution status: time= 1.17 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 2.105618e-04 0.000000e+00 energy 7.758068e-02 2.040330e-04 7.758068e-04 displacement 1.814156e-01 2.016594e-03 2.132754e-07 3 Nonlinear solution status: time= 1.17 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 2.838585e-05 0.000000e+00 energy 7.758068e-02 3.401076e-05 7.758068e-04 displacement 1.814156e-01 4.313290e-04 2.007452e-07 4 Nonlinear solution status: time= 1.17 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 6.903612e-06 0.000000e+00 energy 7.758068e-02 1.157595e-05 7.758068e-04 displacement 1.814156e-01 1.841194e-04 1.929721e-07 5 Nonlinear solution status: time= 1.17 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 2.285179e-06 0.000000e+00 energy 7.758068e-02 2.563593e-06 7.758068e-04 displacement 1.814156e-01 2.896562e-05 1.959453e-07 6 Nonlinear solution status: time= 1.17 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 4.104548e-07 0.000000e+00 energy 7.758068e-02 4.508721e-07 7.758068e-04 displacement 1.814156e-01 4.466869e-06 1.948375e-07 7 Nonlinear solution status: time= 1.17 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.534028 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 3.854288e-08 0.000000e+00 energy 7.758068e-02 7.590561e-08 7.758068e-04 displacement 1.814156e-01 1.804398e-06 1.941752e-07 8 Nonlinear solution status: time= 1.17 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.390792 convergence norms : INITIAL CURRENT REQUIRED residual 3.894718e-01 8.096620e-09 0.000000e+00 energy 7.758068e-02 5.648561e-09 7.758068e-04 displacement 1.814156e-01 1.666557e-07 1.939952e-07 ------- converged at time : 1.17 ]0;(step 2/2: 17%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864547 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 5.988655e-01 1.013414e-03 0.000000e+00 energy 1.004682e-01 2.485477e-03 1.004682e-03 displacement 2.032757e-01 2.032757e-01 2.032757e-07 2 Nonlinear solution status: time= 1.18 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.988655e-01 3.707619e-06 0.000000e+00 energy 1.004682e-01 1.593474e-06 1.004682e-03 displacement 2.032757e-01 3.106878e-04 2.126420e-07 3 Nonlinear solution status: time= 1.18 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.988655e-01 2.754550e-07 0.000000e+00 energy 1.004682e-01 2.023128e-08 1.004682e-03 displacement 2.032757e-01 7.654001e-06 2.128351e-07 4 Nonlinear solution status: time= 1.18 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.988655e-01 1.412458e-07 0.000000e+00 energy 1.004682e-01 1.262133e-08 1.004682e-03 displacement 2.032757e-01 3.683940e-07 2.126427e-07 5 Nonlinear solution status: time= 1.18 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.988655e-01 1.104131e-08 0.000000e+00 energy 1.004682e-01 2.162772e-09 1.004682e-03 displacement 2.032757e-01 2.156579e-07 2.126010e-07 6 Nonlinear solution status: time= 1.18 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.988655e-01 4.008432e-09 0.000000e+00 energy 1.004682e-01 7.901604e-10 1.004682e-03 displacement 2.032757e-01 3.845701e-08 2.126227e-07 ------- converged at time : 1.18 ]0;(step 2/2: 18%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864547 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 6.001267e-01 1.176773e-03 0.000000e+00 energy 1.003875e-01 2.899961e-03 1.003875e-03 displacement 2.029937e-01 2.029937e-01 2.029937e-07 2 Nonlinear solution status: time= 1.19 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.001267e-01 3.674865e-06 0.000000e+00 energy 1.003875e-01 1.788637e-06 1.003875e-03 displacement 2.029937e-01 3.609167e-04 2.135475e-07 3 Nonlinear solution status: time= 1.19 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.001267e-01 3.618874e-07 0.000000e+00 energy 1.003875e-01 2.371667e-08 1.003875e-03 displacement 2.029937e-01 9.284573e-06 2.138460e-07 4 Nonlinear solution status: time= 1.19 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.001267e-01 2.338049e-07 0.000000e+00 energy 1.003875e-01 1.848768e-08 1.003875e-03 displacement 2.029937e-01 7.081592e-07 2.136590e-07 5 Nonlinear solution status: time= 1.19 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.001267e-01 2.245610e-08 0.000000e+00 energy 1.003875e-01 3.918931e-09 1.003875e-03 displacement 2.029937e-01 4.029392e-07 2.135808e-07 6 Nonlinear solution status: time= 1.19 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.001267e-01 1.070244e-08 0.000000e+00 energy 1.003875e-01 1.881812e-09 1.003875e-03 displacement 2.029937e-01 1.196942e-07 2.135961e-07 ------- converged at time : 1.19 ]0;(step 2/2: 19%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 16 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864547 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 6.013659e-01 1.397308e-03 0.000000e+00 energy 1.002966e-01 3.230302e-03 1.002966e-03 displacement 2.027203e-01 2.027203e-01 2.027203e-07 2 Nonlinear solution status: time= 1.2 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 1.630646e-04 0.000000e+00 energy 1.002966e-01 2.253329e-04 1.002966e-03 displacement 2.027203e-01 6.218708e-03 2.541649e-07 3 Nonlinear solution status: time= 1.2 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 2.972782e-05 0.000000e+00 energy 1.002966e-01 5.166683e-05 1.002966e-03 displacement 2.027203e-01 1.821963e-03 2.311846e-07 4 Nonlinear solution status: time= 1.2 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.413040 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 1.126666e-05 0.000000e+00 energy 1.002966e-01 9.073383e-06 1.002966e-03 displacement 2.027203e-01 1.913674e-04 2.236700e-07 5 Nonlinear solution status: time= 1.2 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.424479 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 1.783962e-06 0.000000e+00 energy 1.002966e-01 2.561323e-06 1.002966e-03 displacement 2.027203e-01 4.919436e-05 2.204328e-07 6 Nonlinear solution status: time= 1.2 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.281839 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 7.110286e-07 0.000000e+00 energy 1.002966e-01 6.828451e-07 1.002966e-03 displacement 2.027203e-01 9.377216e-06 2.189514e-07 7 Nonlinear solution status: time= 1.2 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.300305 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 2.995778e-07 0.000000e+00 energy 1.002966e-01 2.643672e-07 1.002966e-03 displacement 2.027203e-01 2.486743e-06 2.182347e-07 8 Nonlinear solution status: time= 1.2 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.176311 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 1.343693e-07 0.000000e+00 energy 1.002966e-01 3.328719e-09 1.002966e-03 displacement 2.027203e-01 3.632838e-07 2.179558e-07 9 Nonlinear solution status: time= 1.2 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.013659e-01 2.659295e-09 0.000000e+00 energy 1.002966e-01 3.075912e-09 1.002966e-03 displacement 2.027203e-01 5.895181e-08 2.178581e-07 ------- converged at time : 1.2 ]0;(step 2/2: 20%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 17 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864601 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 9.554265e-01 2.862321e-03 0.000000e+00 energy 1.289556e-01 4.300843e-03 1.289556e-03 displacement 2.542229e-01 2.542229e-01 2.542229e-07 2 Nonlinear solution status: time= 1.21 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.633581 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 4.184418e-04 0.000000e+00 energy 1.289556e-01 7.076479e-04 1.289556e-03 displacement 2.542229e-01 1.818205e-02 3.411881e-07 3 Nonlinear solution status: time= 1.21 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 8.888203e-05 0.000000e+00 energy 1.289556e-01 1.519250e-04 1.289556e-03 displacement 2.542229e-01 2.939949e-03 3.047842e-07 4 Nonlinear solution status: time= 1.21 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.611764 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 1.418754e-05 0.000000e+00 energy 1.289556e-01 4.646470e-05 1.289556e-03 displacement 2.542229e-01 1.626317e-03 2.824646e-07 5 Nonlinear solution status: time= 1.21 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.436678 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 4.647404e-06 0.000000e+00 energy 1.289556e-01 7.670900e-06 1.289556e-03 displacement 2.542229e-01 1.338026e-04 2.768464e-07 6 Nonlinear solution status: time= 1.21 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.352269 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 6.968726e-07 0.000000e+00 energy 1.289556e-01 1.481974e-06 1.289556e-03 displacement 2.542229e-01 2.745482e-05 2.743863e-07 7 Nonlinear solution status: time= 1.21 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 3.784964e-07 0.000000e+00 energy 1.289556e-01 3.752356e-07 1.289556e-03 displacement 2.542229e-01 2.451706e-06 2.750128e-07 8 Nonlinear solution status: time= 1.21 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 2.315436e-09 0.000000e+00 energy 1.289556e-01 1.644204e-09 1.289556e-03 displacement 2.542229e-01 5.219877e-07 2.746889e-07 9 Nonlinear solution status: time= 1.21 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.554265e-01 4.495149e-12 0.000000e+00 energy 1.289556e-01 2.615210e-12 1.289556e-03 displacement 2.542229e-01 2.699928e-10 2.746996e-07 ------- converged at time : 1.21 ]0;(step 2/2: 21%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864601 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 2.311869e-03 0.000000e+00 energy 1.372801e-01 3.641666e-03 1.372801e-03 displacement 2.777787e-01 2.777787e-01 2.777787e-07 2 Nonlinear solution status: time= 1.22 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 6.758639e-04 0.000000e+00 energy 1.372801e-01 2.855866e-04 1.372801e-03 displacement 2.777787e-01 2.894990e-03 3.105366e-07 3 Nonlinear solution status: time= 1.22 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 2.301470e-05 0.000000e+00 energy 1.372801e-01 3.108655e-05 1.372801e-03 displacement 2.777787e-01 1.001722e-03 2.928386e-07 4 Nonlinear solution status: time= 1.22 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 7.021576e-06 0.000000e+00 energy 1.372801e-01 2.357335e-06 1.372801e-03 displacement 2.777787e-01 5.100004e-04 2.830875e-07 5 Nonlinear solution status: time= 1.22 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 6.186891e-07 0.000000e+00 energy 1.372801e-01 2.278131e-07 1.372801e-03 displacement 2.777787e-01 1.080028e-06 2.837217e-07 6 Nonlinear solution status: time= 1.22 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 1.113894e-08 0.000000e+00 energy 1.372801e-01 1.565047e-08 1.372801e-03 displacement 2.777787e-01 1.204009e-06 2.842772e-07 7 Nonlinear solution status: time= 1.22 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003666e+00 1.424553e-11 0.000000e+00 energy 1.372801e-01 4.924639e-11 1.372801e-03 displacement 2.777787e-01 2.149160e-08 2.842047e-07 ------- converged at time : 1.22 ]0;(step 2/2: 22%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864601 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 1.006562e+00 4.000348e-03 0.000000e+00 energy 1.371112e-01 4.684471e-03 1.371112e-03 displacement 2.764694e-01 2.764694e-01 2.764694e-07 2 Nonlinear solution status: time= 1.23 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 2.950111e-03 0.000000e+00 energy 1.371112e-01 9.760886e-04 1.371112e-03 displacement 2.764694e-01 1.236574e-02 3.464858e-07 3 Nonlinear solution status: time= 1.23 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 2.132167e-04 0.000000e+00 energy 1.371112e-01 1.589632e-04 1.371112e-03 displacement 2.764694e-01 3.204268e-03 3.086134e-07 4 Nonlinear solution status: time= 1.23 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.595023 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 6.273569e-06 0.000000e+00 energy 1.371112e-01 5.749440e-06 1.371112e-03 displacement 2.764694e-01 1.297269e-03 2.912824e-07 5 Nonlinear solution status: time= 1.23 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 1.097925e-05 0.000000e+00 energy 1.371112e-01 4.679990e-07 1.371112e-03 displacement 2.764694e-01 8.064413e-05 2.881477e-07 6 Nonlinear solution status: time= 1.23 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 1.948572e-07 0.000000e+00 energy 1.371112e-01 1.392676e-07 1.371112e-03 displacement 2.764694e-01 7.141957e-07 2.885429e-07 7 Nonlinear solution status: time= 1.23 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 2.582612e-08 0.000000e+00 energy 1.371112e-01 1.610849e-09 1.371112e-03 displacement 2.764694e-01 1.976876e-06 2.889865e-07 8 Nonlinear solution status: time= 1.23 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006562e+00 4.346706e-10 0.000000e+00 energy 1.371112e-01 2.822746e-10 1.371112e-03 displacement 2.764694e-01 1.417620e-09 2.889664e-07 ------- converged at time : 1.23 ]0;(step 2/2: 23%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864655 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 1.179719e+00 1.496466e-03 0.000000e+00 energy 1.498557e-01 2.231265e-03 1.498557e-03 displacement 2.980066e-01 2.980066e-01 2.980066e-07 2 Nonlinear solution status: time= 1.24 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.179719e+00 1.527107e-05 0.000000e+00 energy 1.498557e-01 1.884971e-05 1.498557e-03 displacement 2.980066e-01 8.546922e-04 2.939041e-07 3 Nonlinear solution status: time= 1.24 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.179719e+00 3.582499e-07 0.000000e+00 energy 1.498557e-01 1.889522e-07 1.498557e-03 displacement 2.980066e-01 4.041207e-05 2.915440e-07 4 Nonlinear solution status: time= 1.24 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.179719e+00 2.596957e-09 0.000000e+00 energy 1.498557e-01 7.714977e-10 1.498557e-03 displacement 2.980066e-01 6.773588e-07 2.911800e-07 5 Nonlinear solution status: time= 1.24 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.179719e+00 1.851065e-10 0.000000e+00 energy 1.498557e-01 1.795271e-11 1.498557e-03 displacement 2.980066e-01 2.109801e-09 2.912010e-07 ------- converged at time : 1.24 ]0;(step 2/2: 24%) 008LL_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 21 : 1.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864655 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 1.183162e+00 1.511405e-03 0.000000e+00 energy 1.497380e-01 2.313125e-03 1.497380e-03 displacement 2.982578e-01 2.982578e-01 2.982578e-07 2 Nonlinear solution status: time= 1.25 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 2.434638e-04 0.000000e+00 energy 1.497380e-01 2.753129e-04 1.497380e-03 displacement 2.982578e-01 4.605729e-03 3.465870e-07 3 Nonlinear solution status: time= 1.25 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 3.508050e-05 0.000000e+00 energy 1.497380e-01 7.303904e-05 1.497380e-03 displacement 2.982578e-01 1.497095e-03 3.185591e-07 4 Nonlinear solution status: time= 1.25 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.422843 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 1.075216e-05 0.000000e+00 energy 1.497380e-01 1.685312e-05 1.497380e-03 displacement 2.982578e-01 2.053281e-04 3.088659e-07 5 Nonlinear solution status: time= 1.25 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.340439 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 4.878797e-06 0.000000e+00 energy 1.497380e-01 5.074056e-06 1.497380e-03 displacement 2.982578e-01 4.293392e-05 3.046721e-07 6 Nonlinear solution status: time= 1.25 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.288920 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 1.266788e-06 0.000000e+00 energy 1.497380e-01 1.030316e-06 1.497380e-03 displacement 2.982578e-01 1.300514e-05 3.024062e-07 7 Nonlinear solution status: time= 1.25 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.609562 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 2.183779e-07 0.000000e+00 energy 1.497380e-01 6.509349e-08 1.497380e-03 displacement 2.982578e-01 6.031576e-07 3.026980e-07 8 Nonlinear solution status: time= 1.25 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.183162e+00 1.565346e-08 0.000000e+00 energy 1.497380e-01 1.005675e-08 1.497380e-03 displacement 2.982578e-01 1.200428e-07 3.024824e-07 ------- converged at time : 1.25 ]0;(step 2/2: 25%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 22 : 1.26 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864655 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 1.280792e+00 1.575537e-03 0.000000e+00 energy 1.635254e-01 8.074069e-04 1.635254e-03 displacement 3.347850e-01 3.347850e-01 3.347850e-07 2 Nonlinear solution status: time= 1.26 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280792e+00 4.391611e-04 0.000000e+00 energy 1.635254e-01 1.620573e-04 1.635254e-03 displacement 3.347850e-01 9.003468e-04 3.278327e-07 3 Nonlinear solution status: time= 1.26 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280792e+00 4.791709e-04 0.000000e+00 energy 1.635254e-01 1.719411e-04 1.635254e-03 displacement 3.347850e-01 1.830419e-03 3.105418e-07 4 Nonlinear solution status: time= 1.26 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280792e+00 4.891083e-05 0.000000e+00 energy 1.635254e-01 4.792482e-06 1.635254e-03 displacement 3.347850e-01 1.690102e-04 3.109925e-07 5 Nonlinear solution status: time= 1.26 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280792e+00 2.155518e-06 0.000000e+00 energy 1.635254e-01 1.702473e-06 1.635254e-03 displacement 3.347850e-01 4.985178e-05 3.065568e-07 6 Nonlinear solution status: time= 1.26 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280792e+00 2.205047e-08 0.000000e+00 energy 1.635254e-01 1.359338e-08 1.635254e-03 displacement 3.347850e-01 9.397930e-07 3.067052e-07 7 Nonlinear solution status: time= 1.26 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280792e+00 1.204253e-10 0.000000e+00 energy 1.635254e-01 5.846433e-11 1.635254e-03 displacement 3.347850e-01 1.072800e-08 3.066752e-07 ------- converged at time : 1.26 ]0;(step 2/2: 26%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864655 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 1.280922e+00 2.561349e-03 0.000000e+00 energy 1.629862e-01 1.198486e-03 1.629862e-03 displacement 3.332346e-01 3.332346e-01 3.332346e-07 2 Nonlinear solution status: time= 1.27 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.626267 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 1.710799e-03 0.000000e+00 energy 1.629862e-01 1.422722e-03 1.629862e-03 displacement 3.332346e-01 4.649853e-02 4.950800e-07 3 Nonlinear solution status: time= 1.27 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 3.868862e-04 0.000000e+00 energy 1.629862e-01 4.149811e-04 1.629862e-03 displacement 3.332346e-01 7.825903e-03 4.051041e-07 4 Nonlinear solution status: time= 1.27 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.305705 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 2.026185e-04 0.000000e+00 energy 1.629862e-01 1.629621e-04 1.629862e-03 displacement 3.332346e-01 3.538465e-03 3.596158e-07 5 Nonlinear solution status: time= 1.27 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.368992 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 3.142466e-05 0.000000e+00 energy 1.629862e-01 5.126091e-05 1.629862e-03 displacement 3.332346e-01 1.263962e-03 3.334735e-07 6 Nonlinear solution status: time= 1.27 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.374567 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 1.206411e-05 0.000000e+00 energy 1.629862e-01 1.534942e-05 1.629862e-03 displacement 3.332346e-01 2.592359e-04 3.235593e-07 7 Nonlinear solution status: time= 1.27 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.272334 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 7.310323e-06 0.000000e+00 energy 1.629862e-01 5.241704e-06 1.629862e-03 displacement 3.332346e-01 7.148172e-05 3.192146e-07 8 Nonlinear solution status: time= 1.27 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.216365 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 1.231006e-06 0.000000e+00 energy 1.629862e-01 2.867422e-07 1.629862e-03 displacement 3.332346e-01 3.410956e-05 3.157563e-07 9 Nonlinear solution status: time= 1.27 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.566316 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 3.371197e-07 0.000000e+00 energy 1.629862e-01 7.603159e-08 1.629862e-03 displacement 3.332346e-01 6.001246e-07 3.161645e-07 10 Nonlinear solution status: time= 1.27 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.280922e+00 6.178678e-08 0.000000e+00 energy 1.629862e-01 1.401988e-08 1.629862e-03 displacement 3.332346e-01 8.756997e-08 3.159874e-07 ------- converged at time : 1.27 ]0;(step 2/2: 27%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.218334e+00 1.931538e-03 0.000000e+00 energy 2.268282e-01 1.745159e-03 2.268282e-03 displacement 4.217644e-01 4.217644e-01 4.217644e-07 2 Nonlinear solution status: time= 1.28 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.218334e+00 3.116757e-04 0.000000e+00 energy 2.268282e-01 1.350337e-04 2.268282e-03 displacement 4.217644e-01 1.854242e-03 4.136756e-07 3 Nonlinear solution status: time= 1.28 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.218334e+00 1.086007e-04 0.000000e+00 energy 2.268282e-01 8.479793e-06 2.268282e-03 displacement 4.217644e-01 1.056171e-03 4.018750e-07 4 Nonlinear solution status: time= 1.28 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.218334e+00 8.352191e-06 0.000000e+00 energy 2.268282e-01 3.073105e-06 2.268282e-03 displacement 4.217644e-01 2.108992e-05 4.003232e-07 5 Nonlinear solution status: time= 1.28 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.218334e+00 8.430876e-07 0.000000e+00 energy 2.268282e-01 3.292439e-07 2.268282e-03 displacement 4.217644e-01 1.025963e-05 3.997989e-07 6 Nonlinear solution status: time= 1.28 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.218334e+00 2.065440e-07 0.000000e+00 energy 2.268282e-01 9.694032e-08 2.268282e-03 displacement 4.217644e-01 1.351656e-06 3.992298e-07 7 Nonlinear solution status: time= 1.28 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.218334e+00 3.353443e-09 0.000000e+00 energy 2.268282e-01 1.093565e-09 2.268282e-03 displacement 4.217644e-01 1.385521e-07 3.994066e-07 ------- converged at time : 1.28 ]0;(step 2/2: 28%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.216503e+00 1.551192e-03 0.000000e+00 energy 2.261048e-01 1.443109e-03 2.261048e-03 displacement 4.206405e-01 4.206405e-01 4.206405e-07 2 Nonlinear solution status: time= 1.29 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.216503e+00 2.339478e-04 0.000000e+00 energy 2.261048e-01 8.572725e-05 2.261048e-03 displacement 4.206405e-01 1.482540e-03 4.112788e-07 3 Nonlinear solution status: time= 1.29 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.216503e+00 1.727852e-04 0.000000e+00 energy 2.261048e-01 3.333950e-05 2.261048e-03 displacement 4.206405e-01 5.408370e-04 3.992302e-07 4 Nonlinear solution status: time= 1.29 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.512692 convergence norms : INITIAL CURRENT REQUIRED residual 2.216503e+00 9.079700e-05 0.000000e+00 energy 2.261048e-01 1.667210e-05 2.261048e-03 displacement 4.206405e-01 1.711279e-04 3.928788e-07 5 Nonlinear solution status: time= 1.29 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.216503e+00 7.582068e-06 0.000000e+00 energy 2.261048e-01 1.721627e-06 2.261048e-03 displacement 4.206405e-01 4.489151e-05 3.942406e-07 6 Nonlinear solution status: time= 1.29 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.216503e+00 1.328910e-07 0.000000e+00 energy 2.261048e-01 1.099053e-07 2.261048e-03 displacement 4.206405e-01 3.444946e-06 3.942003e-07 7 Nonlinear solution status: time= 1.29 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.216503e+00 4.225451e-09 0.000000e+00 energy 2.261048e-01 2.661654e-09 2.261048e-03 displacement 4.206405e-01 2.090700e-07 3.942952e-07 ------- converged at time : 1.29 ]0;(step 2/2: 29%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.215687e+00 1.381598e-03 0.000000e+00 energy 2.255091e-01 1.069057e-03 2.255091e-03 displacement 4.197004e-01 4.197004e-01 4.197004e-07 2 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215687e+00 1.731853e-04 0.000000e+00 energy 2.255091e-01 5.887657e-05 2.255091e-03 displacement 4.197004e-01 1.202676e-03 4.097159e-07 3 Nonlinear solution status: time= 1.3 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215687e+00 9.848645e-05 0.000000e+00 energy 2.255091e-01 1.910639e-05 2.255091e-03 displacement 4.197004e-01 3.139073e-04 3.992262e-07 4 Nonlinear solution status: time= 1.3 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215687e+00 6.433788e-05 0.000000e+00 energy 2.255091e-01 1.545240e-05 2.255091e-03 displacement 4.197004e-01 3.479194e-04 3.893493e-07 5 Nonlinear solution status: time= 1.3 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215687e+00 1.202793e-05 0.000000e+00 energy 2.255091e-01 1.837493e-06 2.255091e-03 displacement 4.197004e-01 4.890709e-05 3.924279e-07 6 Nonlinear solution status: time= 1.3 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215687e+00 9.979272e-07 0.000000e+00 energy 2.255091e-01 5.016949e-07 2.255091e-03 displacement 4.197004e-01 1.062820e-05 3.921627e-07 7 Nonlinear solution status: time= 1.3 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215687e+00 4.590967e-09 0.000000e+00 energy 2.255091e-01 6.890710e-10 2.255091e-03 displacement 4.197004e-01 1.766089e-07 3.922703e-07 ------- converged at time : 1.3 ]0;(step 2/2: 30%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.215363e+00 1.544388e-02 0.000000e+00 energy 2.249680e-01 6.685379e-03 2.249680e-03 displacement 4.189358e-01 4.189358e-01 4.189358e-07 2 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.607680 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.299594e-02 0.000000e+00 energy 2.249680e-01 7.520806e-03 2.249680e-03 displacement 4.189358e-01 1.378757e-01 7.803426e-07 3 Nonlinear solution status: time= 1.31 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 2.873410e-03 0.000000e+00 energy 2.249680e-01 1.739717e-03 2.249680e-03 displacement 4.189358e-01 2.391356e-02 5.787116e-07 4 Nonlinear solution status: time= 1.31 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.427267 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 4.617565e-04 0.000000e+00 energy 2.249680e-01 6.316123e-04 2.249680e-03 displacement 4.189358e-01 1.152247e-02 4.707868e-07 5 Nonlinear solution status: time= 1.31 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.393931 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.731894e-04 0.000000e+00 energy 2.249680e-01 1.828312e-04 2.249680e-03 displacement 4.189358e-01 2.198747e-03 4.379007e-07 6 Nonlinear solution status: time= 1.31 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.327036 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 4.977764e-05 0.000000e+00 energy 2.249680e-01 4.005393e-05 2.249680e-03 displacement 4.189358e-01 5.814827e-04 4.230143e-07 7 Nonlinear solution status: time= 1.31 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.431374 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.279576e-04 0.000000e+00 energy 2.249680e-01 1.153540e-05 2.249680e-03 displacement 4.189358e-01 5.463210e-05 4.193156e-07 8 Nonlinear solution status: time= 1.31 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.431955e-05 0.000000e+00 energy 2.249680e-01 5.150372e-06 2.249680e-03 displacement 4.189358e-01 3.424028e-05 4.227080e-07 9 Nonlinear solution status: time= 1.31 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.404852e-05 0.000000e+00 energy 2.249680e-01 5.639797e-07 2.249680e-03 displacement 4.189358e-01 4.289650e-05 4.220590e-07 10 Nonlinear solution status: time= 1.31 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.884528e-06 0.000000e+00 energy 2.249680e-01 4.426669e-08 2.249680e-03 displacement 4.189358e-01 4.154150e-06 4.200621e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 11 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 6.131978e-09 0.000000e+00 energy 2.249680e-01 3.783657e-10 2.249680e-03 displacement 4.189358e-01 8.260826e-07 4.194053e-07 12 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.215363e+00 1.769169e-10 0.000000e+00 energy 2.249680e-01 1.478123e-10 2.249680e-03 displacement 4.189358e-01 8.810469e-09 4.193668e-07 ------- converged at time : 1.31 ]0;(step 2/2: 31%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.566964e+00 1.899453e-03 0.000000e+00 energy 2.503378e-01 2.831005e-03 2.503378e-03 displacement 4.559498e-01 4.559498e-01 4.559498e-07 2 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 9.147219e-05 0.000000e+00 energy 2.503378e-01 2.883920e-05 2.503378e-03 displacement 4.559498e-01 8.690505e-04 4.492391e-07 3 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 1.386511e-05 0.000000e+00 energy 2.503378e-01 1.653929e-06 2.503378e-03 displacement 4.559498e-01 8.730653e-05 4.426143e-07 4 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 8.425063e-06 0.000000e+00 energy 2.503378e-01 2.620430e-06 2.503378e-03 displacement 4.559498e-01 1.624019e-05 4.398849e-07 5 Nonlinear solution status: time= 1.32 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 4.911411e-06 0.000000e+00 energy 2.503378e-01 1.561395e-06 2.503378e-03 displacement 4.559498e-01 1.391816e-04 4.340754e-07 6 Nonlinear solution status: time= 1.32 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 7.315441e-07 0.000000e+00 energy 2.503378e-01 2.244837e-07 2.503378e-03 displacement 4.559498e-01 9.663289e-06 4.340135e-07 7 Nonlinear solution status: time= 1.32 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 5.375379e-09 0.000000e+00 energy 2.503378e-01 8.050030e-09 2.503378e-03 displacement 4.559498e-01 1.450446e-06 4.345368e-07 8 Nonlinear solution status: time= 1.32 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.566964e+00 1.466578e-10 0.000000e+00 energy 2.503378e-01 8.389400e-11 2.503378e-03 displacement 4.559498e-01 2.953847e-08 4.346272e-07 ------- converged at time : 1.32 ]0;(step 2/2: 32%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.488292e+00 1.818496e-03 0.000000e+00 energy 2.435654e-01 2.648380e-03 2.435654e-03 displacement 4.461315e-01 4.461315e-01 4.461315e-07 2 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.488292e+00 8.477616e-05 0.000000e+00 energy 2.435654e-01 2.280081e-05 2.435654e-03 displacement 4.461315e-01 7.343436e-04 4.460318e-07 3 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.488292e+00 3.399141e-06 0.000000e+00 energy 2.435654e-01 1.416382e-06 2.435654e-03 displacement 4.461315e-01 5.401263e-05 4.423078e-07 4 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.488292e+00 1.735888e-08 0.000000e+00 energy 2.435654e-01 6.403882e-09 2.435654e-03 displacement 4.461315e-01 7.513561e-07 4.419892e-07 5 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.488292e+00 1.080545e-09 0.000000e+00 energy 2.435654e-01 3.797267e-10 2.435654e-03 displacement 4.461315e-01 4.743356e-08 4.419033e-07 ------- converged at time : 1.33 ]0;(step 2/2: 33%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.493487e+00 1.490437e-03 0.000000e+00 energy 2.434414e-01 1.596242e-03 2.434414e-03 displacement 4.466570e-01 4.466570e-01 4.466570e-07 2 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.493487e+00 7.558402e-05 0.000000e+00 energy 2.434414e-01 3.067662e-05 2.434414e-03 displacement 4.466570e-01 7.596205e-04 4.427635e-07 3 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.493487e+00 4.885432e-06 0.000000e+00 energy 2.434414e-01 2.853662e-06 2.434414e-03 displacement 4.466570e-01 7.010537e-05 4.389497e-07 4 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.493487e+00 3.047803e-08 0.000000e+00 energy 2.434414e-01 3.778843e-10 2.434414e-03 displacement 4.466570e-01 1.262412e-06 4.391495e-07 5 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.493487e+00 6.388669e-10 0.000000e+00 energy 2.434414e-01 6.881481e-10 2.434414e-03 displacement 4.466570e-01 6.047458e-08 4.390444e-07 ------- converged at time : 1.34 ]0;(step 2/2: 34%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864763 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 2.498330e+00 1.105908e-02 0.000000e+00 energy 2.432999e-01 3.043104e-03 2.432999e-03 displacement 4.473136e-01 4.473136e-01 4.473136e-07 2 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.564658 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 5.179286e-02 0.000000e+00 energy 2.432999e-01 1.617967e-02 2.432999e-03 displacement 4.473136e-01 4.430875e-01 1.313195e-06 3 Nonlinear solution status: time= 1.35 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 2.188118e-03 0.000000e+00 energy 2.432999e-01 3.199599e-03 2.432999e-03 displacement 4.473136e-01 6.234254e-02 8.551108e-07 4 Nonlinear solution status: time= 1.35 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 2.695198e-03 0.000000e+00 energy 2.432999e-01 4.164019e-04 2.432999e-03 displacement 4.473136e-01 1.387457e-01 4.449334e-07 5 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.374536 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 1.213518e-03 0.000000e+00 energy 2.432999e-01 1.522386e-05 2.432999e-03 displacement 4.473136e-01 4.132920e-04 4.428701e-07 6 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 4.174238e-04 0.000000e+00 energy 2.432999e-01 1.238880e-04 2.432999e-03 displacement 4.473136e-01 3.348324e-03 5.004227e-07 7 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 1.168409e-05 0.000000e+00 energy 2.432999e-01 1.088883e-05 2.432999e-03 displacement 4.473136e-01 7.987004e-04 4.762766e-07 8 Nonlinear solution status: time= 1.35 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.515426 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 4.327063e-06 0.000000e+00 energy 2.432999e-01 8.376039e-07 2.432999e-03 displacement 4.473136e-01 1.120136e-05 4.737043e-07 9 Nonlinear solution status: time= 1.35 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 4.766311e-06 0.000000e+00 energy 2.432999e-01 1.101691e-06 2.432999e-03 displacement 4.473136e-01 8.344456e-06 4.728302e-07 10 Nonlinear solution status: time= 1.35 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 4.147484e-09 0.000000e+00 energy 2.432999e-01 5.277617e-09 2.432999e-03 displacement 4.473136e-01 2.784725e-06 4.739916e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864817 11 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.498330e+00 2.175957e-11 0.000000e+00 energy 2.432999e-01 2.517822e-11 2.432999e-03 displacement 4.473136e-01 7.009917e-09 4.739938e-07 ------- converged at time : 1.35 ]0;(step 2/2: 35%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864817 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 2.568978e+00 3.037998e-03 0.000000e+00 energy 2.550867e-01 3.295458e-03 2.550867e-03 displacement 5.217808e-01 5.217808e-01 5.217808e-07 2 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 1.335349e-03 0.000000e+00 energy 2.550867e-01 6.538909e-04 2.550867e-03 displacement 5.217808e-01 6.728921e-03 5.775455e-07 3 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 1.959460e-04 0.000000e+00 energy 2.550867e-01 1.624480e-04 2.550867e-03 displacement 5.217808e-01 1.883273e-03 5.427694e-07 4 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.437459 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 3.610522e-05 0.000000e+00 energy 2.550867e-01 3.215476e-05 2.550867e-03 displacement 5.217808e-01 2.933390e-04 5.309402e-07 5 Nonlinear solution status: time= 1.36 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.196329 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 1.807896e-05 0.000000e+00 energy 2.550867e-01 4.044469e-06 2.550867e-03 displacement 5.217808e-01 1.424290e-05 5.297187e-07 6 Nonlinear solution status: time= 1.36 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 2.607593e-06 0.000000e+00 energy 2.550867e-01 8.192614e-07 2.550867e-03 displacement 5.217808e-01 1.433189e-05 5.275597e-07 7 Nonlinear solution status: time= 1.36 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 8.698083e-08 0.000000e+00 energy 2.550867e-01 4.713134e-08 2.550867e-03 displacement 5.217808e-01 2.069335e-06 5.284886e-07 8 Nonlinear solution status: time= 1.36 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568978e+00 1.593431e-09 0.000000e+00 energy 2.550867e-01 1.258828e-09 2.550867e-03 displacement 5.217808e-01 4.386051e-08 5.283600e-07 ------- converged at time : 1.36 ]0;(step 2/2: 36%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864871 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 3.155398e+00 2.551026e-03 0.000000e+00 energy 2.859026e-01 1.730498e-03 2.859026e-03 displacement 5.410952e-01 5.410952e-01 5.410952e-07 2 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.155398e+00 3.951377e-05 0.000000e+00 energy 2.859026e-01 3.002810e-05 2.859026e-03 displacement 5.410952e-01 8.395041e-04 5.371188e-07 3 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.155398e+00 1.122337e-06 0.000000e+00 energy 2.859026e-01 6.800848e-07 2.859026e-03 displacement 5.410952e-01 3.477631e-05 5.349231e-07 4 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.155398e+00 6.493229e-09 0.000000e+00 energy 2.859026e-01 5.311170e-09 2.859026e-03 displacement 5.410952e-01 2.840576e-07 5.349786e-07 ------- converged at time : 1.37 ]0;(step 2/2: 37%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864871 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 2.851061e-03 0.000000e+00 energy 2.856544e-01 3.071787e-03 2.856544e-03 displacement 5.432755e-01 5.432755e-01 5.432755e-07 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 2.373196e-04 0.000000e+00 energy 2.856544e-01 7.490827e-05 2.856544e-03 displacement 5.432755e-01 2.066930e-03 5.577430e-07 3 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 1.011510e-04 0.000000e+00 energy 2.856544e-01 3.376873e-05 2.856544e-03 displacement 5.432755e-01 6.183057e-04 5.438225e-07 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 9.343170e-06 0.000000e+00 energy 2.856544e-01 5.031136e-06 2.856544e-03 displacement 5.432755e-01 3.499764e-05 5.455582e-07 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.541836 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 6.704482e-06 0.000000e+00 energy 2.856544e-01 7.140759e-07 2.856544e-03 displacement 5.432755e-01 1.214835e-05 5.458543e-07 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 1.036045e-06 0.000000e+00 energy 2.856544e-01 4.912867e-07 2.856544e-03 displacement 5.432755e-01 4.639377e-06 5.444700e-07 7 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 3.940789e-08 0.000000e+00 energy 2.856544e-01 2.647769e-08 2.856544e-03 displacement 5.432755e-01 7.545264e-07 5.450239e-07 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.160039e+00 3.351577e-09 0.000000e+00 energy 2.856544e-01 1.844550e-09 2.856544e-03 displacement 5.432755e-01 2.736703e-08 5.449685e-07 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864943 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 3.804455e+00 2.967300e-03 0.000000e+00 energy 3.243114e-01 3.931494e-03 3.243114e-03 displacement 5.577355e-01 5.577355e-01 5.577355e-07 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.804455e+00 1.512876e-04 0.000000e+00 energy 3.243114e-01 1.842152e-05 3.243114e-03 displacement 5.577355e-01 1.639733e-03 5.615854e-07 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.804455e+00 6.137734e-05 0.000000e+00 energy 3.243114e-01 2.959338e-05 3.243114e-03 displacement 5.577355e-01 3.142579e-04 5.529380e-07 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.804455e+00 1.009102e-05 0.000000e+00 energy 3.243114e-01 4.381765e-06 3.243114e-03 displacement 5.577355e-01 6.078718e-05 5.553527e-07 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.804455e+00 6.258253e-06 0.000000e+00 energy 3.243114e-01 1.300207e-06 3.243114e-03 displacement 5.577355e-01 7.277970e-06 5.558262e-07 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.804455e+00 1.844320e-07 0.000000e+00 energy 3.243114e-01 1.113686e-07 3.243114e-03 displacement 5.577355e-01 1.580083e-06 5.549827e-07 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.804455e+00 5.050645e-09 0.000000e+00 energy 3.243114e-01 5.694859e-09 3.243114e-03 displacement 5.577355e-01 8.646410e-08 5.551244e-07 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864943 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 4.485052e+00 1.658574e-02 0.000000e+00 energy 3.543903e-01 8.366291e-03 3.543903e-03 displacement 5.641105e-01 5.641105e-01 5.641105e-07 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.582170 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 5.530771e-02 0.000000e+00 energy 3.543903e-01 1.943685e-02 3.543903e-03 displacement 5.641105e-01 3.568019e-01 1.494348e-06 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 4.485052e+00 2.515528e-03 0.000000e+00 energy 3.543903e-01 4.129982e-03 3.543903e-03 displacement 5.641105e-01 5.310449e-02 1.036169e-06 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 4.485052e+00 6.279414e-03 0.000000e+00 energy 3.543903e-01 3.248814e-03 3.543903e-03 displacement 5.641105e-01 1.447560e-01 5.252833e-07 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 3.529744e-04 0.000000e+00 energy 3.543903e-01 6.707218e-04 3.543903e-03 displacement 5.641105e-01 1.621074e-02 6.737390e-07 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 9.889451e-05 0.000000e+00 energy 3.543903e-01 2.081445e-04 3.543903e-03 displacement 5.641105e-01 1.833519e-03 6.318511e-07 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.254944 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 5.710427e-05 0.000000e+00 energy 3.543903e-01 7.284716e-05 3.543903e-03 displacement 5.641105e-01 4.448480e-04 6.113118e-07 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.226438 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 3.537168e-05 0.000000e+00 energy 3.543903e-01 3.685946e-05 3.543903e-03 displacement 5.641105e-01 1.862973e-04 5.986433e-07 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.201828 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 2.684285e-05 0.000000e+00 energy 3.543903e-01 1.830093e-05 3.543903e-03 displacement 5.641105e-01 8.868625e-05 5.901744e-07 10 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.612918 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 1.620321e-06 0.000000e+00 energy 3.543903e-01 1.206171e-06 3.543903e-03 displacement 5.641105e-01 5.748371e-06 5.921259e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864997 11 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 1.401353e-08 0.000000e+00 energy 3.543903e-01 8.641152e-09 3.543903e-03 displacement 5.641105e-01 9.357582e-07 5.916376e-07 12 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.485052e+00 9.572074e-10 0.000000e+00 energy 3.543903e-01 6.803829e-10 3.543903e-03 displacement 5.641105e-01 5.010377e-08 5.917200e-07 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864997 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 4.625015e+00 3.950477e-03 0.000000e+00 energy 3.773621e-01 5.080363e-03 3.773621e-03 displacement 6.125807e-01 6.125807e-01 6.125807e-07 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 5.568817e-04 0.000000e+00 energy 3.773621e-01 5.041125e-04 3.773621e-03 displacement 6.125807e-01 6.392896e-03 6.653336e-07 3 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 1.030686e-04 0.000000e+00 energy 3.773621e-01 1.311774e-04 3.773621e-03 displacement 6.125807e-01 1.573597e-03 6.337267e-07 4 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.474227 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 1.870459e-05 0.000000e+00 energy 3.773621e-01 2.939697e-05 3.773621e-03 displacement 6.125807e-01 2.741886e-04 6.205778e-07 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.388027 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 2.466988e-06 0.000000e+00 energy 3.773621e-01 3.675753e-06 3.773621e-03 displacement 6.125807e-01 4.405039e-05 6.157998e-07 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.445287 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 1.956601e-06 0.000000e+00 energy 3.773621e-01 5.474097e-07 3.773621e-03 displacement 6.125807e-01 2.010562e-06 6.148433e-07 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 1.665801e-08 0.000000e+00 energy 3.773621e-01 1.110681e-08 3.773621e-03 displacement 6.125807e-01 9.089557e-07 6.152381e-07 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.625015e+00 8.786699e-10 0.000000e+00 energy 3.773621e-01 1.463070e-10 3.773621e-03 displacement 6.125807e-01 1.739784e-08 6.151670e-07 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20864997 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 4.800669e+00 2.451298e-02 0.000000e+00 energy 3.904718e-01 9.024133e-03 3.904718e-03 displacement 6.265705e-01 6.265705e-01 6.265705e-07 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.559740 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 1.152140e-01 0.000000e+00 energy 3.904718e-01 3.047586e-02 3.904718e-03 displacement 6.265705e-01 8.050017e-01 2.114128e-06 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 4.800669e+00 6.527805e-03 0.000000e+00 energy 3.904718e-01 5.883495e-03 3.904718e-03 displacement 6.265705e-01 1.062834e-01 1.355409e-06 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 4.800669e+00 1.349610e-02 0.000000e+00 energy 3.904718e-01 2.673402e-03 3.904718e-03 displacement 6.265705e-01 2.825912e-01 6.225923e-07 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 4.800669e+00 6.836049e-04 0.000000e+00 energy 3.904718e-01 1.411996e-04 3.904718e-03 displacement 6.265705e-01 5.396805e-03 6.652644e-07 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.328878 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 4.884663e-04 0.000000e+00 energy 3.904718e-01 9.468162e-06 3.904718e-03 displacement 6.265705e-01 6.877019e-04 6.518867e-07 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.411260 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 1.069708e-04 0.000000e+00 energy 3.904718e-01 3.115216e-05 3.904718e-03 displacement 6.265705e-01 4.016107e-04 6.628371e-07 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.351124 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 1.123004e-04 0.000000e+00 energy 3.904718e-01 2.966245e-05 3.904718e-03 displacement 6.265705e-01 3.031666e-04 6.763901e-07 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 4.227963e-05 0.000000e+00 energy 3.904718e-01 7.605631e-06 3.904718e-03 displacement 6.265705e-01 1.414896e-04 6.700215e-07 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 5.813601e-05 0.000000e+00 energy 3.904718e-01 1.288703e-05 3.904718e-03 displacement 6.265705e-01 1.124190e-04 6.597098e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865051 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 2.435760e-08 0.000000e+00 energy 3.904718e-01 1.379923e-07 3.904718e-03 displacement 6.265705e-01 4.708336e-05 6.663664e-07 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.800669e+00 2.000381e-10 0.000000e+00 energy 3.904718e-01 1.349017e-10 3.904718e-03 displacement 6.265705e-01 1.441866e-08 6.662850e-07 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865051 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 5.536696e+00 4.633313e-03 0.000000e+00 energy 4.357001e-01 4.082487e-03 4.357001e-03 displacement 7.201794e-01 7.201794e-01 7.201794e-07 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 7.369905e-04 0.000000e+00 energy 4.357001e-01 7.621330e-04 4.357001e-03 displacement 7.201794e-01 1.574564e-02 8.598306e-07 3 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 9.089069e-05 0.000000e+00 energy 4.357001e-01 2.044023e-04 4.357001e-03 displacement 7.201794e-01 4.446551e-03 7.762819e-07 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.494009 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 2.291919e-05 0.000000e+00 energy 4.357001e-01 5.007216e-05 4.357001e-03 displacement 7.201794e-01 9.731679e-04 7.405467e-07 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.388143 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 7.117255e-06 0.000000e+00 energy 4.357001e-01 3.712315e-06 4.357001e-03 displacement 7.201794e-01 1.460095e-04 7.273148e-07 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.261739 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 2.069915e-06 0.000000e+00 energy 4.357001e-01 2.418023e-06 4.357001e-03 displacement 7.201794e-01 2.400696e-05 7.233646e-07 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.250736 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 5.598684e-07 0.000000e+00 energy 4.357001e-01 6.577078e-07 4.357001e-03 displacement 7.201794e-01 6.373638e-06 7.206942e-07 8 Nonlinear solution status: time= 1.43 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.567538 convergence norms : INITIAL CURRENT REQUIRED residual 5.536696e+00 1.621673e-07 0.000000e+00 energy 4.357001e-01 6.307776e-08 4.357001e-03 displacement 7.201794e-01 2.952024e-07 7.211803e-07 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865069 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 5.807269e+00 6.107609e-03 0.000000e+00 energy 4.658898e-01 6.499941e-03 4.658898e-03 displacement 8.103015e-01 8.103015e-01 8.103015e-07 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 1.856068e-03 0.000000e+00 energy 4.658898e-01 8.991998e-04 4.658898e-03 displacement 8.103015e-01 9.968365e-03 8.951560e-07 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 1.000046e-03 0.000000e+00 energy 4.658898e-01 8.045028e-05 4.658898e-03 displacement 8.103015e-01 2.488373e-03 8.767580e-07 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.506421 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 2.863014e-04 0.000000e+00 energy 4.658898e-01 1.342448e-04 4.658898e-03 displacement 8.103015e-01 1.778166e-03 8.319884e-07 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.516879 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 2.438757e-04 0.000000e+00 energy 4.658898e-01 2.842059e-05 4.658898e-03 displacement 8.103015e-01 3.463950e-04 8.141083e-07 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 9.602881e-05 0.000000e+00 energy 4.658898e-01 6.388171e-06 4.658898e-03 displacement 8.103015e-01 2.768653e-04 8.154982e-07 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.486300 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 9.915644e-05 0.000000e+00 energy 4.658898e-01 1.166359e-05 4.658898e-03 displacement 8.103015e-01 5.942611e-05 8.144244e-07 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 1.607564e-06 0.000000e+00 energy 4.658898e-01 5.938278e-07 4.658898e-03 displacement 8.103015e-01 3.170564e-05 8.124402e-07 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.520512 convergence norms : INITIAL CURRENT REQUIRED residual 5.807269e+00 7.377387e-07 0.000000e+00 energy 4.658898e-01 1.284489e-07 4.658898e-03 displacement 8.103015e-01 6.877440e-07 8.117936e-07 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 41 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865069 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 7.212392e+00 5.660768e-03 0.000000e+00 energy 5.215631e-01 5.075619e-03 5.215631e-03 displacement 8.367342e-01 8.367342e-01 8.367342e-07 2 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.212392e+00 1.900273e-04 0.000000e+00 energy 5.215631e-01 1.357350e-05 5.215631e-03 displacement 8.367342e-01 3.040974e-03 8.477589e-07 3 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.212392e+00 1.178769e-04 0.000000e+00 energy 5.215631e-01 3.858373e-05 5.215631e-03 displacement 8.367342e-01 7.190994e-04 8.305246e-07 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.212392e+00 4.915053e-06 0.000000e+00 energy 5.215631e-01 2.592112e-06 5.215631e-03 displacement 8.367342e-01 6.126836e-05 8.330909e-07 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.212392e+00 3.344753e-06 0.000000e+00 energy 5.215631e-01 1.677300e-06 5.215631e-03 displacement 8.367342e-01 2.021902e-05 8.306452e-07 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.212392e+00 2.592175e-07 0.000000e+00 energy 5.215631e-01 2.416785e-07 5.215631e-03 displacement 8.367342e-01 2.515094e-06 8.311246e-07 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.212392e+00 7.790223e-08 0.000000e+00 energy 5.215631e-01 3.575939e-08 5.215631e-03 displacement 8.367342e-01 3.606495e-07 8.308129e-07 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 42 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865069 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 7.322840e+00 3.645877e-03 0.000000e+00 energy 5.320146e-01 3.404480e-03 5.320146e-03 displacement 8.472643e-01 8.472643e-01 8.472643e-07 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.322840e+00 7.844294e-05 0.000000e+00 energy 5.320146e-01 8.233614e-05 5.320146e-03 displacement 8.472643e-01 2.669833e-03 8.295823e-07 3 Nonlinear solution status: time= 1.46 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.322840e+00 6.507289e-06 0.000000e+00 energy 5.320146e-01 8.801095e-07 5.320146e-03 displacement 8.472643e-01 1.022940e-04 8.233809e-07 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.322840e+00 1.636558e-06 0.000000e+00 energy 5.320146e-01 3.719953e-07 5.320146e-03 displacement 8.472643e-01 1.589933e-06 8.227225e-07 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.322840e+00 1.466437e-07 0.000000e+00 energy 5.320146e-01 1.098289e-07 5.320146e-03 displacement 8.472643e-01 2.544577e-06 8.215506e-07 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.322840e+00 6.162640e-08 0.000000e+00 energy 5.320146e-01 1.419329e-08 5.320146e-03 displacement 8.472643e-01 1.354380e-07 8.217679e-07 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865069 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 7.345076e+00 4.925383e-03 0.000000e+00 energy 5.322369e-01 4.782142e-03 5.322369e-03 displacement 8.495489e-01 8.495489e-01 8.495489e-07 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 7.345076e+00 3.721473e-03 0.000000e+00 energy 5.322369e-01 2.720461e-03 5.322369e-03 displacement 8.495489e-01 3.263377e-02 1.028731e-06 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 7.345076e+00 3.383637e-04 0.000000e+00 energy 5.322369e-01 6.600822e-04 5.322369e-03 displacement 8.495489e-01 1.036465e-02 9.083681e-07 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.467770 convergence norms : INITIAL CURRENT REQUIRED residual 7.345076e+00 9.260325e-05 0.000000e+00 energy 5.322369e-01 1.602782e-04 5.322369e-03 displacement 8.495489e-01 2.275773e-03 8.609537e-07 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.365925 convergence norms : INITIAL CURRENT REQUIRED residual 7.345076e+00 3.779712e-05 0.000000e+00 energy 5.322369e-01 4.190899e-05 5.322369e-03 displacement 8.495489e-01 3.993072e-04 8.436010e-07 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.178643 convergence norms : INITIAL CURRENT REQUIRED residual 7.345076e+00 9.642160e-06 0.000000e+00 energy 5.322369e-01 5.295997e-06 5.322369e-03 displacement 8.495489e-01 3.977528e-05 8.398489e-07 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.345076e+00 6.374149e-06 0.000000e+00 energy 5.322369e-01 2.037460e-06 5.322369e-03 displacement 8.495489e-01 1.286603e-05 8.375068e-07 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 7.345076e+00 2.073558e-06 0.000000e+00 energy 5.322369e-01 8.275893e-07 5.322369e-03 displacement 8.495489e-01 6.528432e-06 8.399821e-07 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 7.345076e+00 1.926489e-07 0.000000e+00 energy 5.322369e-01 9.065484e-08 5.322369e-03 displacement 8.495489e-01 1.160262e-06 8.389785e-07 10 Nonlinear solution status: time= 1.47 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.345076e+00 3.140566e-08 0.000000e+00 energy 5.322369e-01 1.200198e-09 5.322369e-03 displacement 8.495489e-01 8.715401e-08 8.387750e-07 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865195 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 2.139349e-03 0.000000e+00 energy 5.410803e-01 4.094280e-03 5.410803e-03 displacement 8.989204e-01 8.989204e-01 8.989204e-07 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 8.244371e-04 0.000000e+00 energy 5.410803e-01 4.517929e-04 5.410803e-03 displacement 8.989204e-01 6.602232e-03 9.298335e-07 3 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 1.111613e-04 0.000000e+00 energy 5.410803e-01 9.565819e-05 5.410803e-03 displacement 8.989204e-01 1.326271e-03 8.978709e-07 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.538163 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 3.777597e-06 0.000000e+00 energy 5.410803e-01 4.884722e-06 5.410803e-03 displacement 8.989204e-01 3.414970e-04 8.867315e-07 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 2.858650e-06 0.000000e+00 energy 5.410803e-01 7.181111e-07 5.410803e-03 displacement 8.989204e-01 1.018352e-05 8.859165e-07 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 8.789007e-07 0.000000e+00 energy 5.410803e-01 1.784745e-07 5.410803e-03 displacement 8.989204e-01 2.456026e-06 8.876041e-07 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 4.412675e-07 0.000000e+00 energy 5.410803e-01 1.529631e-07 5.410803e-03 displacement 8.989204e-01 3.533598e-06 8.869283e-07 8 Nonlinear solution status: time= 1.48 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.127827e+00 4.287749e-08 0.000000e+00 energy 5.410803e-01 1.269337e-08 5.410803e-03 displacement 8.989204e-01 7.229399e-07 8.869822e-07 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865195 1 Nonlinear solution status: time= 1.49 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 3.639925e-03 0.000000e+00 energy 5.541106e-01 3.881037e-03 5.541106e-03 displacement 9.243034e-01 9.243034e-01 9.243034e-07 2 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.627472 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 3.120081e-03 0.000000e+00 energy 5.541106e-01 2.554551e-03 5.541106e-03 displacement 9.243034e-01 2.701009e-02 1.126209e-06 3 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 3.279157e-04 0.000000e+00 energy 5.541106e-01 6.071061e-04 5.541106e-03 displacement 9.243034e-01 4.961282e-03 1.021213e-06 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.453966 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 1.364737e-04 0.000000e+00 energy 5.541106e-01 2.563758e-04 5.541106e-03 displacement 9.243034e-01 2.430147e-03 9.575765e-07 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.324407 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 4.556223e-05 0.000000e+00 energy 5.541106e-01 7.044209e-05 5.541106e-03 displacement 9.243034e-01 4.050209e-04 9.340483e-07 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.317994 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 7.810582e-06 0.000000e+00 energy 5.541106e-01 1.135121e-05 5.541106e-03 displacement 9.243034e-01 1.149877e-04 9.226399e-07 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.594019 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 9.803823e-07 0.000000e+00 energy 5.541106e-01 4.798101e-07 5.541106e-03 displacement 9.243034e-01 3.279321e-06 9.250208e-07 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.426624e+00 2.225068e-08 0.000000e+00 energy 5.541106e-01 1.005103e-08 5.541106e-03 displacement 9.243034e-01 4.293371e-07 9.253036e-07 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 008LL_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 46 : 1.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865195 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 3.087830e-03 0.000000e+00 energy 5.645918e-01 9.570799e-04 5.645918e-03 displacement 9.581630e-01 9.581630e-01 9.581630e-07 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 3.308424e-04 0.000000e+00 energy 5.645918e-01 1.013300e-04 5.645918e-03 displacement 9.581630e-01 4.920604e-03 9.698131e-07 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 1.519966e-04 0.000000e+00 energy 5.645918e-01 4.508705e-06 5.645918e-03 displacement 9.581630e-01 2.065409e-03 9.139957e-07 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.520115 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 3.686022e-05 0.000000e+00 energy 5.645918e-01 1.347231e-06 5.645918e-03 displacement 9.581630e-01 1.101268e-04 9.053758e-07 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.573195 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 5.647158e-06 0.000000e+00 energy 5.645918e-01 1.551590e-06 5.645918e-03 displacement 9.581630e-01 1.639573e-05 9.075405e-07 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.575251 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 1.001882e-05 0.000000e+00 energy 5.645918e-01 2.226541e-06 5.645918e-03 displacement 9.581630e-01 3.288816e-05 9.128400e-07 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 1.214359e-06 0.000000e+00 energy 5.645918e-01 2.264916e-07 5.645918e-03 displacement 9.581630e-01 8.797827e-06 9.094789e-07 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 7.436688e-07 0.000000e+00 energy 5.645918e-01 1.071192e-07 5.645918e-03 displacement 9.581630e-01 1.592179e-06 9.093739e-07 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511005e+00 9.291175e-08 0.000000e+00 energy 5.645918e-01 6.570353e-08 5.645918e-03 displacement 9.581630e-01 5.835133e-07 9.088774e-07 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 47 : 1.51 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865249 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 7.993735e+00 2.172688e-02 0.000000e+00 energy 5.934712e-01 6.161211e-03 5.934712e-03 displacement 9.880273e-01 9.880273e-01 9.880273e-07 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.492896 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 2.587287e-01 0.000000e+00 energy 5.934712e-01 4.796520e-02 5.934712e-03 displacement 9.880273e-01 9.377967e-01 2.799321e-06 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 7.993735e+00 3.483378e-02 0.000000e+00 energy 5.934712e-01 2.195735e-03 5.934712e-03 displacement 9.880273e-01 1.009654e-01 2.407755e-06 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 7.993735e+00 1.279536e-01 0.000000e+00 energy 5.934712e-01 5.317718e-04 5.934712e-03 displacement 9.880273e-01 4.769336e-01 1.001027e-06 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.535199 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 4.751435e-02 0.000000e+00 energy 5.934712e-01 3.630597e-04 5.934712e-03 displacement 9.880273e-01 9.659190e-03 9.521625e-07 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.557019 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 3.041794e-02 0.000000e+00 energy 5.934712e-01 3.027990e-03 5.934712e-03 displacement 9.880273e-01 1.509929e-02 1.133436e-06 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 7.909913e-04 0.000000e+00 energy 5.934712e-01 2.024401e-04 5.934712e-03 displacement 9.880273e-01 2.788254e-03 1.057509e-06 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.577425 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 1.389977e-03 0.000000e+00 energy 5.934712e-01 1.888005e-04 5.934712e-03 displacement 9.880273e-01 1.565243e-03 1.055738e-06 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 2.214971e-04 0.000000e+00 energy 5.934712e-01 8.559814e-05 5.934712e-03 displacement 9.880273e-01 5.644467e-04 1.035221e-06 10 Nonlinear solution status: time= 1.51 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.336818 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 3.069232e-05 0.000000e+00 energy 5.934712e-01 1.156453e-05 5.934712e-03 displacement 9.880273e-01 6.021651e-04 1.006636e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865303 11 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 6.700247e-08 0.000000e+00 energy 5.934712e-01 9.809916e-08 5.934712e-03 displacement 9.880273e-01 1.439299e-05 1.010154e-06 12 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.993735e+00 3.161698e-10 0.000000e+00 energy 5.934712e-01 2.140888e-10 5.934712e-03 displacement 9.880273e-01 2.168881e-08 1.010297e-06 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865303 1 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 2.899703e-03 0.000000e+00 energy 6.539316e-01 3.820311e-04 6.539316e-03 displacement 1.096862e+00 1.096862e+00 1.096862e-06 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 3.555840e-04 0.000000e+00 energy 6.539316e-01 2.827172e-05 6.539316e-03 displacement 1.096862e+00 3.727693e-03 1.062096e-06 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 1.454581e-04 0.000000e+00 energy 6.539316e-01 1.399676e-05 6.539316e-03 displacement 1.096862e+00 1.356364e-03 1.024561e-06 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 8.489079e-06 0.000000e+00 energy 6.539316e-01 2.723240e-06 6.539316e-03 displacement 1.096862e+00 3.909782e-05 1.027069e-06 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 2.495625e-06 0.000000e+00 energy 6.539316e-01 1.077765e-06 6.539316e-03 displacement 1.096862e+00 1.933909e-05 1.027015e-06 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 3.496369e-07 0.000000e+00 energy 6.539316e-01 1.491361e-07 6.539316e-03 displacement 1.096862e+00 1.077789e-06 1.027611e-06 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.157387e+00 1.032674e-07 0.000000e+00 energy 6.539316e-01 4.004714e-08 6.539316e-03 displacement 1.096862e+00 2.089164e-07 1.027336e-06 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865357 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 9.406598e+00 2.624725e-03 0.000000e+00 energy 6.726468e-01 1.101158e-04 6.726468e-03 displacement 1.111143e+00 1.111143e+00 1.111143e-06 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.406598e+00 2.518910e-04 0.000000e+00 energy 6.726468e-01 8.973120e-05 6.726468e-03 displacement 1.111143e+00 4.073394e-03 1.062442e-06 3 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.406598e+00 5.222434e-05 0.000000e+00 energy 6.726468e-01 9.227576e-06 6.726468e-03 displacement 1.111143e+00 7.513302e-04 1.040235e-06 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.406598e+00 1.027467e-05 0.000000e+00 energy 6.726468e-01 1.658603e-06 6.726468e-03 displacement 1.111143e+00 5.604344e-05 1.035447e-06 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.406598e+00 8.940117e-06 0.000000e+00 energy 6.726468e-01 2.354137e-06 6.726468e-03 displacement 1.111143e+00 1.371345e-05 1.033506e-06 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.406598e+00 4.056897e-07 0.000000e+00 energy 6.726468e-01 1.515013e-07 6.726468e-03 displacement 1.111143e+00 8.285411e-06 1.035829e-06 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.406598e+00 1.773489e-08 0.000000e+00 energy 6.726468e-01 6.717911e-10 6.726468e-03 displacement 1.111143e+00 1.502932e-07 1.035687e-06 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865357 1 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 2.444823e-03 0.000000e+00 energy 6.816164e-01 7.037071e-04 6.816164e-03 displacement 1.113630e+00 1.113630e+00 1.113630e-06 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 2.529607e-04 0.000000e+00 energy 6.816164e-01 6.782507e-05 6.816164e-03 displacement 1.113630e+00 4.069320e-03 1.069600e-06 3 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 7.783472e-05 0.000000e+00 energy 6.816164e-01 8.924739e-06 6.816164e-03 displacement 1.113630e+00 9.504663e-04 1.041124e-06 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 1.320745e-05 0.000000e+00 energy 6.816164e-01 2.089794e-07 6.816164e-03 displacement 1.113630e+00 3.709923e-05 1.041487e-06 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 2.656965e-06 0.000000e+00 energy 6.816164e-01 8.007805e-07 6.816164e-03 displacement 1.113630e+00 1.258616e-05 1.041077e-06 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 3.020422e-07 0.000000e+00 energy 6.816164e-01 4.533765e-08 6.816164e-03 displacement 1.113630e+00 3.402516e-06 1.040017e-06 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.541276e+00 7.469631e-08 0.000000e+00 energy 6.816164e-01 3.202875e-08 6.816164e-03 displacement 1.113630e+00 4.427715e-07 1.039551e-06 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865357 1 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.350961e+00 2.246111e-03 0.000000e+00 energy 6.877149e-01 1.491456e-03 6.877149e-03 displacement 1.113312e+00 1.113312e+00 1.113312e-06 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.350961e+00 1.300852e-04 0.000000e+00 energy 6.877149e-01 6.877245e-05 6.877149e-03 displacement 1.113312e+00 4.383168e-03 1.066431e-06 3 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.350961e+00 1.808719e-05 0.000000e+00 energy 6.877149e-01 7.766856e-06 6.877149e-03 displacement 1.113312e+00 7.545824e-04 1.042467e-06 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 9.350961e+00 2.008022e-06 0.000000e+00 energy 6.877149e-01 2.103493e-06 6.877149e-03 displacement 1.113312e+00 3.430578e-05 1.047552e-06 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 9.350961e+00 3.449722e-07 0.000000e+00 energy 6.877149e-01 4.854327e-07 6.877149e-03 displacement 1.113312e+00 5.293006e-06 1.047241e-06 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.588358 convergence norms : INITIAL CURRENT REQUIRED residual 9.350961e+00 1.081370e-07 0.000000e+00 energy 6.877149e-01 1.103258e-07 6.877149e-03 displacement 1.113312e+00 1.602189e-06 1.046251e-06 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.236543 convergence norms : INITIAL CURRENT REQUIRED residual 9.350961e+00 6.825612e-09 0.000000e+00 energy 6.877149e-01 9.333780e-09 6.877149e-03 displacement 1.113312e+00 1.855437e-07 1.046098e-06 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865411 1 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 2.924127e-03 0.000000e+00 energy 7.139840e-01 3.834485e-03 7.139840e-03 displacement 1.132199e+00 1.132199e+00 1.132199e-06 2 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 1.643864e-03 0.000000e+00 energy 7.139840e-01 1.498867e-03 7.139840e-03 displacement 1.132199e+00 1.519652e-02 1.219142e-06 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 2.457526e-04 0.000000e+00 energy 7.139840e-01 2.833578e-04 7.139840e-03 displacement 1.132199e+00 4.657933e-03 1.135847e-06 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 9.846839e-05 0.000000e+00 energy 7.139840e-01 1.847716e-04 7.139840e-03 displacement 1.132199e+00 3.123775e-03 1.077406e-06 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 4.496837e-05 0.000000e+00 energy 7.139840e-01 4.836032e-05 7.139840e-03 displacement 1.132199e+00 4.872423e-04 1.099552e-06 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 3.022902e-05 0.000000e+00 energy 7.139840e-01 1.841975e-05 7.139840e-03 displacement 1.132199e+00 6.349288e-05 1.091677e-06 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.275362 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 1.685114e-05 0.000000e+00 energy 7.139840e-01 1.410215e-05 7.139840e-03 displacement 1.132199e+00 7.411514e-05 1.082077e-06 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 9.823157e-06 0.000000e+00 energy 7.139840e-01 3.887846e-06 7.139840e-03 displacement 1.132199e+00 1.445273e-05 1.085902e-06 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 7.552125e-07 0.000000e+00 energy 7.139840e-01 2.503905e-07 7.139840e-03 displacement 1.132199e+00 2.890923e-06 1.084475e-06 10 Nonlinear solution status: time= 1.56 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.560942e+00 1.983444e-07 0.000000e+00 energy 7.139840e-01 5.513916e-08 7.139840e-03 displacement 1.132199e+00 4.285852e-07 1.084139e-06 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865411 1 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 3.177039e-03 0.000000e+00 energy 7.404539e-01 3.652636e-03 7.404539e-03 displacement 1.159794e+00 1.159794e+00 1.159794e-06 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 1.004562e-03 0.000000e+00 energy 7.404539e-01 7.548489e-04 7.404539e-03 displacement 1.159794e+00 1.012360e-02 1.215952e-06 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 2.206701e-04 0.000000e+00 energy 7.404539e-01 2.089384e-04 7.404539e-03 displacement 1.159794e+00 2.697495e-03 1.147707e-06 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.483540 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 6.258143e-05 0.000000e+00 energy 7.404539e-01 4.764811e-05 7.404539e-03 displacement 1.159794e+00 5.205031e-04 1.121763e-06 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.362561 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 1.721867e-05 0.000000e+00 energy 7.404539e-01 1.005745e-06 7.404539e-03 displacement 1.159794e+00 9.404930e-05 1.111306e-06 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.473093 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 1.143357e-05 0.000000e+00 energy 7.404539e-01 1.868513e-06 7.404539e-03 displacement 1.159794e+00 1.008507e-05 1.109197e-06 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.633173 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 1.503460e-06 0.000000e+00 energy 7.404539e-01 4.591329e-07 7.404539e-03 displacement 1.159794e+00 3.582819e-06 1.110956e-06 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 1.029610e-06 0.000000e+00 energy 7.404539e-01 4.578233e-07 7.404539e-03 displacement 1.159794e+00 2.594765e-06 1.111780e-06 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007402e+01 2.030194e-07 0.000000e+00 energy 7.404539e-01 7.660564e-08 7.404539e-03 displacement 1.159794e+00 5.317392e-07 1.111214e-06 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865411 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 3.226435e-03 0.000000e+00 energy 7.927758e-01 5.228070e-03 7.927758e-03 displacement 1.187420e+00 1.187420e+00 1.187420e-06 2 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 1.491214e-03 0.000000e+00 energy 7.927758e-01 1.032447e-03 7.927758e-03 displacement 1.187420e+00 1.198617e-02 1.246540e-06 3 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 2.659674e-04 0.000000e+00 energy 7.927758e-01 2.783950e-04 7.927758e-03 displacement 1.187420e+00 3.145779e-03 1.179103e-06 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.525474 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 6.911958e-05 0.000000e+00 energy 7.927758e-01 6.804262e-05 7.927758e-03 displacement 1.187420e+00 7.652170e-04 1.148427e-06 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.383951 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 7.466552e-06 0.000000e+00 energy 7.927758e-01 8.220440e-08 7.927758e-03 displacement 1.187420e+00 1.054008e-04 1.138777e-06 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.364786 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 3.517594e-06 0.000000e+00 energy 7.927758e-01 1.202377e-06 7.927758e-03 displacement 1.187420e+00 9.960824e-06 1.137451e-06 7 Nonlinear solution status: time= 1.58 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.595352 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 9.979225e-07 0.000000e+00 energy 7.927758e-01 4.489453e-07 7.927758e-03 displacement 1.187420e+00 2.839896e-06 1.139448e-06 8 Nonlinear solution status: time= 1.58 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.120659e+01 1.558600e-07 0.000000e+00 energy 7.927758e-01 5.512633e-08 7.927758e-03 displacement 1.187420e+00 7.319028e-07 1.138777e-06 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865465 1 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212782e+01 2.778655e-03 0.000000e+00 energy 8.516190e-01 4.589479e-03 8.516190e-03 displacement 1.236594e+00 1.236594e+00 1.236594e-06 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212782e+01 1.719844e-04 0.000000e+00 energy 8.516190e-01 1.260539e-04 8.516190e-03 displacement 1.236594e+00 5.129702e-03 1.184621e-06 3 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212782e+01 1.491987e-05 0.000000e+00 energy 8.516190e-01 9.186897e-06 8.516190e-03 displacement 1.236594e+00 1.155911e-03 1.169631e-06 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212782e+01 1.555882e-06 0.000000e+00 energy 8.516190e-01 9.320154e-07 8.516190e-03 displacement 1.236594e+00 7.502119e-05 1.168743e-06 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212782e+01 2.586070e-07 0.000000e+00 energy 8.516190e-01 1.285062e-07 8.516190e-03 displacement 1.236594e+00 7.185221e-06 1.168681e-06 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212782e+01 2.955648e-08 0.000000e+00 energy 8.516190e-01 2.129506e-08 8.516190e-03 displacement 1.236594e+00 1.770651e-07 1.168680e-06 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865465 1 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.147579e+01 3.024309e-03 0.000000e+00 energy 8.376178e-01 5.985155e-03 8.376178e-03 displacement 1.237425e+00 1.237425e+00 1.237425e-06 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.147579e+01 2.341856e-04 0.000000e+00 energy 8.376178e-01 1.463856e-04 8.376178e-03 displacement 1.237425e+00 5.562887e-03 1.186944e-06 3 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.147579e+01 2.041208e-05 0.000000e+00 energy 8.376178e-01 9.289635e-06 8.376178e-03 displacement 1.237425e+00 1.507157e-03 1.170583e-06 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.147579e+01 1.654428e-06 0.000000e+00 energy 8.376178e-01 1.065547e-06 8.376178e-03 displacement 1.237425e+00 6.783859e-05 1.170357e-06 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.147579e+01 2.758439e-08 0.000000e+00 energy 8.376178e-01 2.084783e-08 8.376178e-03 displacement 1.237425e+00 5.353716e-06 1.170498e-06 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.147579e+01 6.033555e-10 0.000000e+00 energy 8.376178e-01 2.754220e-11 8.376178e-03 displacement 1.237425e+00 4.596516e-08 1.170422e-06 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865465 1 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.148480e+01 3.504480e-03 0.000000e+00 energy 8.371801e-01 5.460691e-03 8.371801e-03 displacement 1.238346e+00 1.238346e+00 1.238346e-06 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.148480e+01 2.006535e-04 0.000000e+00 energy 8.371801e-01 1.246189e-04 8.371801e-03 displacement 1.238346e+00 6.192827e-03 1.177676e-06 3 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.148480e+01 4.933167e-05 0.000000e+00 energy 8.371801e-01 8.659108e-06 8.371801e-03 displacement 1.238346e+00 7.502953e-04 1.159974e-06 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.561955 convergence norms : INITIAL CURRENT REQUIRED residual 1.148480e+01 1.794121e-05 0.000000e+00 energy 8.371801e-01 5.577963e-06 8.371801e-03 displacement 1.238346e+00 3.902144e-05 1.161579e-06 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 1.148480e+01 3.991090e-06 0.000000e+00 energy 8.371801e-01 1.187499e-06 8.371801e-03 displacement 1.238346e+00 1.720242e-05 1.164010e-06 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 1.148480e+01 1.336600e-06 0.000000e+00 energy 8.371801e-01 5.288864e-07 8.371801e-03 displacement 1.238346e+00 4.524987e-06 1.163412e-06 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.148480e+01 1.670859e-07 0.000000e+00 energy 8.371801e-01 6.584284e-08 8.371801e-03 displacement 1.238346e+00 9.337993e-07 1.163534e-06 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865465 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 1.183029e-02 0.000000e+00 energy 8.769630e-01 1.146119e-02 8.769630e-03 displacement 1.246014e+00 1.246014e+00 1.246014e-06 2 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.607687 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 1.988715e-02 0.000000e+00 energy 8.769630e-01 1.045570e-02 8.769630e-03 displacement 1.246014e+00 2.403236e-01 2.066781e-06 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 1.273584e+01 1.421922e-03 0.000000e+00 energy 8.769630e-01 2.289871e-03 8.769630e-03 displacement 1.246014e+00 3.652161e-02 1.662660e-06 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.451979 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 5.756871e-04 0.000000e+00 energy 8.769630e-01 8.847644e-04 8.769630e-03 displacement 1.246014e+00 2.483760e-02 1.392362e-06 5 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.284919 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 2.281978e-04 0.000000e+00 energy 8.769630e-01 2.458773e-04 8.769630e-03 displacement 1.246014e+00 2.581492e-03 1.324999e-06 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.256559 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 1.176319e-04 0.000000e+00 energy 8.769630e-01 1.107073e-04 8.769630e-03 displacement 1.246014e+00 1.202102e-03 1.278732e-06 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.209032 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 6.501928e-05 0.000000e+00 energy 8.769630e-01 8.605903e-06 8.769630e-03 displacement 1.246014e+00 3.437079e-04 1.257346e-06 8 Nonlinear solution status: time= 1.62 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.110856 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 5.045488e-05 0.000000e+00 energy 8.769630e-01 3.992434e-06 8.769630e-03 displacement 1.246014e+00 9.131933e-06 1.256777e-06 9 Nonlinear solution status: time= 1.62 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 1.865056e-05 0.000000e+00 energy 8.769630e-01 4.374596e-06 8.769630e-03 displacement 1.246014e+00 5.732731e-05 1.264047e-06 10 Nonlinear solution status: time= 1.62 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 2.288439e-06 0.000000e+00 energy 8.769630e-01 8.836585e-07 8.769630e-03 displacement 1.246014e+00 5.327593e-06 1.263219e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865609 11 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.273584e+01 1.237487e-08 0.000000e+00 energy 8.769630e-01 2.514346e-09 8.769630e-03 displacement 1.246014e+00 8.349933e-07 1.263500e-06 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865609 1 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.322049e+01 3.805340e-03 0.000000e+00 energy 9.249859e-01 6.488945e-03 9.249859e-03 displacement 1.374312e+00 1.374312e+00 1.374312e-06 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.322049e+01 1.749293e-04 0.000000e+00 energy 9.249859e-01 1.157060e-04 9.249859e-03 displacement 1.374312e+00 4.761191e-03 1.317821e-06 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.322049e+01 6.331509e-06 0.000000e+00 energy 9.249859e-01 2.608194e-06 9.249859e-03 displacement 1.374312e+00 5.275653e-04 1.305769e-06 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.322049e+01 1.272060e-07 0.000000e+00 energy 9.249859e-01 1.063787e-07 9.249859e-03 displacement 1.374312e+00 8.413071e-06 1.305911e-06 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.322049e+01 6.959776e-10 0.000000e+00 energy 9.249859e-01 1.105354e-10 9.249859e-03 displacement 1.374312e+00 1.067612e-07 1.306138e-06 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865609 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301829e+01 3.727272e-03 0.000000e+00 energy 9.118149e-01 5.634721e-03 9.118149e-03 displacement 1.375724e+00 1.375724e+00 1.375724e-06 2 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301829e+01 7.963053e-05 0.000000e+00 energy 9.118149e-01 7.424139e-05 9.118149e-03 displacement 1.375724e+00 3.159549e-03 1.327404e-06 3 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301829e+01 4.306578e-06 0.000000e+00 energy 9.118149e-01 3.294301e-06 9.118149e-03 displacement 1.375724e+00 2.079772e-04 1.317507e-06 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301829e+01 6.716171e-07 0.000000e+00 energy 9.118149e-01 4.838731e-07 9.118149e-03 displacement 1.375724e+00 1.681317e-05 1.315678e-06 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301829e+01 1.318014e-07 0.000000e+00 energy 9.118149e-01 8.132131e-08 9.118149e-03 displacement 1.375724e+00 2.880268e-06 1.315393e-06 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301829e+01 2.168359e-08 0.000000e+00 energy 9.118149e-01 1.107075e-08 9.118149e-03 displacement 1.375724e+00 5.813518e-07 1.315536e-06 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865609 1 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288998e+01 4.172315e-03 0.000000e+00 energy 8.998142e-01 3.315668e-03 8.998142e-03 displacement 1.374679e+00 1.374679e+00 1.374679e-06 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288998e+01 5.543681e-05 0.000000e+00 energy 8.998142e-01 4.653088e-05 8.998142e-03 displacement 1.374679e+00 2.866693e-03 1.322211e-06 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288998e+01 5.719582e-06 0.000000e+00 energy 8.998142e-01 9.379806e-07 8.998142e-03 displacement 1.374679e+00 1.281581e-04 1.319267e-06 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288998e+01 3.380283e-07 0.000000e+00 energy 8.998142e-01 2.235568e-10 8.998142e-03 displacement 1.374679e+00 8.259845e-06 1.317721e-06 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288998e+01 2.640391e-08 0.000000e+00 energy 8.998142e-01 8.529014e-09 8.998142e-03 displacement 1.374679e+00 5.520121e-07 1.317848e-06 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865609 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300884e+01 4.196891e-03 0.000000e+00 energy 9.100809e-01 4.707260e-03 9.100809e-03 displacement 1.375247e+00 1.375247e+00 1.375247e-06 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300884e+01 9.470055e-05 0.000000e+00 energy 9.100809e-01 5.213739e-05 9.100809e-03 displacement 1.375247e+00 2.624092e-03 1.332681e-06 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300884e+01 2.641482e-05 0.000000e+00 energy 9.100809e-01 8.206347e-06 9.100809e-03 displacement 1.375247e+00 1.832355e-04 1.318214e-06 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300884e+01 4.447266e-06 0.000000e+00 energy 9.100809e-01 1.530364e-06 9.100809e-03 displacement 1.375247e+00 1.973227e-05 1.322231e-06 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300884e+01 1.768854e-07 0.000000e+00 energy 9.100809e-01 6.492945e-08 9.100809e-03 displacement 1.375247e+00 2.237361e-06 1.321476e-06 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300884e+01 1.014774e-08 0.000000e+00 energy 9.100809e-01 1.459182e-09 9.100809e-03 displacement 1.375247e+00 2.350278e-07 1.321171e-06 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865663 1 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 7.572337e-03 0.000000e+00 energy 9.211261e-01 1.037411e-02 9.211261e-03 displacement 1.387259e+00 1.387259e+00 1.387259e-06 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 5.644178e-03 0.000000e+00 energy 9.211261e-01 3.863710e-03 9.211261e-03 displacement 1.387259e+00 4.417644e-02 1.637587e-06 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 8.378672e-04 0.000000e+00 energy 9.211261e-01 9.684566e-04 9.211261e-03 displacement 1.387259e+00 1.144779e-02 1.471033e-06 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.487902 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 2.418230e-04 0.000000e+00 energy 9.211261e-01 2.400895e-04 9.211261e-03 displacement 1.387259e+00 3.074573e-03 1.392816e-06 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.382371 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 1.119151e-05 0.000000e+00 energy 9.211261e-01 1.544813e-05 9.211261e-03 displacement 1.387259e+00 4.698145e-04 1.364105e-06 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 2.676892e-05 0.000000e+00 energy 9.211261e-01 5.275636e-06 9.211261e-03 displacement 1.387259e+00 5.704125e-05 1.355189e-06 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 1.618536e-05 0.000000e+00 energy 9.211261e-01 4.368258e-06 9.211261e-03 displacement 1.387259e+00 2.008955e-05 1.356997e-06 8 Nonlinear solution status: time= 1.67 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.562746 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 1.182656e-05 0.000000e+00 energy 9.211261e-01 7.118228e-07 9.211261e-03 displacement 1.387259e+00 7.865829e-06 1.358233e-06 9 Nonlinear solution status: time= 1.67 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 3.970253e-06 0.000000e+00 energy 9.211261e-01 1.615165e-06 9.211261e-03 displacement 1.387259e+00 9.876801e-06 1.357558e-06 10 Nonlinear solution status: time= 1.67 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 6.162400e-07 0.000000e+00 energy 9.211261e-01 2.949654e-07 9.211261e-03 displacement 1.387259e+00 3.093846e-06 1.357559e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865717 11 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323234e+01 3.481384e-09 0.000000e+00 energy 9.211261e-01 1.097106e-10 9.211261e-03 displacement 1.387259e+00 3.292328e-07 1.357278e-06 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865717 1 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 4.688017e-03 0.000000e+00 energy 9.599047e-01 8.299245e-03 9.599047e-03 displacement 1.436986e+00 1.436986e+00 1.436986e-06 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 1.052987e-03 0.000000e+00 energy 9.599047e-01 1.438907e-03 9.599047e-03 displacement 1.436986e+00 2.254258e-02 1.606422e-06 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 2.043856e-04 0.000000e+00 energy 9.599047e-01 3.610241e-04 9.599047e-03 displacement 1.436986e+00 6.365022e-03 1.480186e-06 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.513518 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 4.100297e-05 0.000000e+00 energy 9.599047e-01 8.480850e-05 9.599047e-03 displacement 1.436986e+00 1.596991e-03 1.421533e-06 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.397340 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 5.400216e-06 0.000000e+00 energy 9.599047e-01 2.193382e-06 9.599047e-03 displacement 1.436986e+00 2.160858e-04 1.401372e-06 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.502829 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 2.743030e-06 0.000000e+00 energy 9.599047e-01 5.446098e-07 9.599047e-03 displacement 1.436986e+00 5.330732e-06 1.400848e-06 7 Nonlinear solution status: time= 1.68 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.569286 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 9.655609e-07 0.000000e+00 energy 9.599047e-01 2.636490e-07 9.599047e-03 displacement 1.436986e+00 3.298154e-06 1.401635e-06 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.556066 convergence norms : INITIAL CURRENT REQUIRED residual 1.380926e+01 6.572344e-07 0.000000e+00 energy 9.599047e-01 1.976697e-07 9.599047e-03 displacement 1.436986e+00 9.299990e-07 1.401652e-06 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865717 1 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426698e+01 2.947316e-03 0.000000e+00 energy 1.004454e+00 2.481068e-03 1.004454e-02 displacement 1.502572e+00 1.502572e+00 1.502572e-06 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426698e+01 1.777371e-04 0.000000e+00 energy 1.004454e+00 1.648003e-05 1.004454e-02 displacement 1.502572e+00 2.300273e-03 1.462992e-06 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426698e+01 1.805569e-05 0.000000e+00 energy 1.004454e+00 1.008716e-05 1.004454e-02 displacement 1.502572e+00 2.876245e-04 1.446515e-06 4 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426698e+01 2.494895e-06 0.000000e+00 energy 1.004454e+00 1.097989e-06 1.004454e-02 displacement 1.502572e+00 1.465685e-05 1.449305e-06 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426698e+01 7.126513e-07 0.000000e+00 energy 1.004454e+00 3.126295e-07 1.004454e-02 displacement 1.502572e+00 2.689526e-06 1.448155e-06 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.426698e+01 5.940005e-08 0.000000e+00 energy 1.004454e+00 2.248592e-08 1.004454e-02 displacement 1.502572e+00 4.092514e-07 1.448301e-06 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 66 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865735 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 1.440238e+01 3.503319e-03 0.000000e+00 energy 1.018420e+00 4.959829e-03 1.018420e-02 displacement 1.508998e+00 1.508998e+00 1.508998e-06 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 3.474206e-04 0.000000e+00 energy 1.018420e+00 8.847583e-05 1.018420e-02 displacement 1.508998e+00 2.003376e-03 1.494766e-06 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 6.515746e-05 0.000000e+00 energy 1.018420e+00 1.090994e-05 1.018420e-02 displacement 1.508998e+00 6.952109e-04 1.465404e-06 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 4.634893e-05 0.000000e+00 energy 1.018420e+00 1.049078e-05 1.018420e-02 displacement 1.508998e+00 4.476375e-05 1.464799e-06 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 3.884816e-05 0.000000e+00 energy 1.018420e+00 9.464564e-06 1.018420e-02 displacement 1.508998e+00 4.898832e-05 1.467988e-06 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 6.147154e-06 0.000000e+00 energy 1.018420e+00 4.087863e-07 1.018420e-02 displacement 1.508998e+00 1.906416e-05 1.466294e-06 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 1.076589e-06 0.000000e+00 energy 1.018420e+00 1.279360e-07 1.018420e-02 displacement 1.508998e+00 4.115240e-06 1.465549e-06 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.440238e+01 3.893170e-07 0.000000e+00 energy 1.018420e+00 1.103524e-07 1.018420e-02 displacement 1.508998e+00 6.901720e-07 1.465124e-06 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 67 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865735 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 1.615539e+01 3.074896e-03 0.000000e+00 energy 1.093445e+00 3.804282e-03 1.093445e-02 displacement 1.537006e+00 1.537006e+00 1.537006e-06 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.615539e+01 3.880574e-04 0.000000e+00 energy 1.093445e+00 3.211971e-04 1.093445e-02 displacement 1.537006e+00 5.377876e-03 1.547036e-06 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.615539e+01 2.022545e-04 0.000000e+00 energy 1.093445e+00 1.091314e-04 1.093445e-02 displacement 1.537006e+00 1.643583e-03 1.493065e-06 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.420886 convergence norms : INITIAL CURRENT REQUIRED residual 1.615539e+01 2.835891e-05 0.000000e+00 energy 1.093445e+00 1.195467e-05 1.093445e-02 displacement 1.537006e+00 2.791308e-04 1.473351e-06 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 1.615539e+01 4.807374e-06 0.000000e+00 energy 1.093445e+00 2.312758e-06 1.093445e-02 displacement 1.537006e+00 3.436851e-05 1.468630e-06 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.615539e+01 3.038770e-06 0.000000e+00 energy 1.093445e+00 1.411193e-06 1.093445e-02 displacement 1.537006e+00 9.546677e-06 1.470449e-06 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.615539e+01 1.927850e-07 0.000000e+00 energy 1.093445e+00 3.815883e-08 1.093445e-02 displacement 1.537006e+00 2.436384e-06 1.469253e-06 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.615539e+01 1.317412e-07 0.000000e+00 energy 1.093445e+00 6.004032e-08 1.093445e-02 displacement 1.537006e+00 3.999766e-07 1.468711e-06 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865735 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 1.620107e+01 4.223596e-03 0.000000e+00 energy 1.102792e+00 5.689242e-03 1.102792e-02 displacement 1.544242e+00 1.544242e+00 1.544242e-06 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 7.137527e-04 0.000000e+00 energy 1.102792e+00 2.447617e-04 1.102792e-02 displacement 1.544242e+00 4.207222e-03 1.555529e-06 3 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 2.339878e-04 0.000000e+00 energy 1.102792e+00 7.062149e-05 1.102792e-02 displacement 1.544242e+00 1.556301e-03 1.492843e-06 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.524029 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 7.142170e-05 0.000000e+00 energy 1.102792e+00 8.782694e-06 1.102792e-02 displacement 1.544242e+00 1.634631e-04 1.476136e-06 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 1.586953e-05 0.000000e+00 energy 1.102792e+00 5.585235e-06 1.102792e-02 displacement 1.544242e+00 5.370883e-05 1.477874e-06 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 5.775504e-06 0.000000e+00 energy 1.102792e+00 2.542622e-06 1.102792e-02 displacement 1.544242e+00 1.887057e-05 1.478092e-06 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 3.250613e-07 0.000000e+00 energy 1.102792e+00 1.423731e-07 1.102792e-02 displacement 1.544242e+00 5.598780e-06 1.475485e-06 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.620107e+01 2.063756e-08 0.000000e+00 energy 1.102792e+00 1.025121e-08 1.102792e-02 displacement 1.544242e+00 2.281703e-07 1.475958e-06 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865735 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 1.681975e+01 3.802775e-03 0.000000e+00 energy 1.143548e+00 1.429246e-04 1.143548e-02 displacement 1.569615e+00 1.569615e+00 1.569615e-06 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681975e+01 3.120521e-04 0.000000e+00 energy 1.143548e+00 1.216797e-04 1.143548e-02 displacement 1.569615e+00 5.110908e-03 1.489026e-06 3 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681975e+01 2.851311e-05 0.000000e+00 energy 1.143548e+00 9.189971e-06 1.143548e-02 displacement 1.569615e+00 6.177996e-04 1.462856e-06 4 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681975e+01 7.375127e-06 0.000000e+00 energy 1.143548e+00 2.593707e-06 1.143548e-02 displacement 1.569615e+00 7.360352e-05 1.455846e-06 5 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681975e+01 4.731656e-06 0.000000e+00 energy 1.143548e+00 2.200669e-06 1.143548e-02 displacement 1.569615e+00 2.561920e-05 1.452533e-06 6 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681975e+01 5.817502e-07 0.000000e+00 energy 1.143548e+00 2.876551e-07 1.143548e-02 displacement 1.569615e+00 8.208710e-06 1.454971e-06 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681975e+01 1.310197e-08 0.000000e+00 energy 1.143548e+00 1.051681e-08 1.143548e-02 displacement 1.569615e+00 1.959792e-07 1.454925e-06 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865735 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 1.683447e+01 9.826854e-03 0.000000e+00 energy 1.142958e+00 1.058872e-03 1.142958e-02 displacement 1.570502e+00 1.570502e+00 1.570502e-06 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 2.602932e-03 0.000000e+00 energy 1.142958e+00 1.777816e-03 1.142958e-02 displacement 1.570502e+00 2.800940e-02 1.665876e-06 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 8.744052e-04 0.000000e+00 energy 1.142958e+00 1.631698e-04 1.142958e-02 displacement 1.570502e+00 8.793109e-03 1.545480e-06 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.494484 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 2.117285e-04 0.000000e+00 energy 1.142958e+00 1.204777e-04 1.142958e-02 displacement 1.570502e+00 2.209150e-03 1.485945e-06 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.392208 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 1.331237e-04 0.000000e+00 energy 1.142958e+00 2.872218e-05 1.142958e-02 displacement 1.570502e+00 3.114744e-04 1.473114e-06 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 4.083613e-05 0.000000e+00 energy 1.142958e+00 1.220248e-05 1.142958e-02 displacement 1.570502e+00 9.523326e-05 1.475354e-06 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 6.381266e-06 0.000000e+00 energy 1.142958e+00 3.477390e-06 1.142958e-02 displacement 1.570502e+00 5.678583e-05 1.463754e-06 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 1.508325e-06 0.000000e+00 energy 1.142958e+00 1.060483e-06 1.142958e-02 displacement 1.570502e+00 1.059411e-05 1.466997e-06 9 Nonlinear solution status: time= 1.74 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683447e+01 1.713165e-08 0.000000e+00 energy 1.142958e+00 2.323742e-08 1.142958e-02 displacement 1.570502e+00 1.047468e-06 1.466893e-06 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 008LL_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 71 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865789 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 1.718500e+01 1.283312e-02 0.000000e+00 energy 1.170531e+00 3.311850e-03 1.170531e-02 displacement 1.626036e+00 1.626036e+00 1.626036e-06 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 4.421921e-04 0.000000e+00 energy 1.170531e+00 5.421004e-05 1.170531e-02 displacement 1.626036e+00 6.711746e-03 1.578977e-06 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 6.540069e-05 0.000000e+00 energy 1.170531e+00 2.103873e-05 1.170531e-02 displacement 1.626036e+00 1.416554e-03 1.534377e-06 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 1.411614e-05 0.000000e+00 energy 1.170531e+00 3.928610e-07 1.170531e-02 displacement 1.626036e+00 4.933525e-05 1.533611e-06 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 6.017845e-06 0.000000e+00 energy 1.170531e+00 1.426457e-06 1.170531e-02 displacement 1.626036e+00 1.792256e-05 1.530013e-06 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 3.543751e-06 0.000000e+00 energy 1.170531e+00 9.642892e-07 1.170531e-02 displacement 1.626036e+00 7.293405e-06 1.530686e-06 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 1.737553e-06 0.000000e+00 energy 1.170531e+00 4.170531e-07 1.170531e-02 displacement 1.626036e+00 2.289470e-06 1.530330e-06 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.718500e+01 1.655290e-07 0.000000e+00 energy 1.170531e+00 5.849619e-08 1.170531e-02 displacement 1.626036e+00 1.225034e-06 1.530345e-06 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 72 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865807 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 1.798083e+01 1.832923e-02 0.000000e+00 energy 1.212815e+00 4.136073e-03 1.212815e-02 displacement 1.642499e+00 1.642499e+00 1.642499e-06 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 7.206840e-04 0.000000e+00 energy 1.212815e+00 1.772794e-04 1.212815e-02 displacement 1.642499e+00 7.431404e-03 1.615280e-06 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 2.916134e-04 0.000000e+00 energy 1.212815e+00 7.791651e-05 1.212815e-02 displacement 1.642499e+00 1.290244e-03 1.570179e-06 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 4.885501e-05 0.000000e+00 energy 1.212815e+00 1.243388e-05 1.212815e-02 displacement 1.642499e+00 8.769554e-05 1.575399e-06 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 2.522412e-05 0.000000e+00 energy 1.212815e+00 5.932140e-06 1.212815e-02 displacement 1.642499e+00 3.161331e-05 1.573527e-06 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 1.525334e-05 0.000000e+00 energy 1.212815e+00 3.456364e-06 1.212815e-02 displacement 1.642499e+00 1.717333e-05 1.569787e-06 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 6.194348e-06 0.000000e+00 energy 1.212815e+00 1.799524e-06 1.212815e-02 displacement 1.642499e+00 6.074967e-06 1.570516e-06 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 9.159549e-07 0.000000e+00 energy 1.212815e+00 1.345945e-07 1.212815e-02 displacement 1.642499e+00 3.540551e-06 1.571249e-06 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798083e+01 1.964137e-07 0.000000e+00 energy 1.212815e+00 6.410733e-08 1.212815e-02 displacement 1.642499e+00 3.157901e-07 1.570583e-06 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865825 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 1.860150e+01 3.002617e-02 0.000000e+00 energy 1.258387e+00 5.931429e-03 1.258387e-02 displacement 1.654666e+00 1.654666e+00 1.654666e-06 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 1.367573e-03 0.000000e+00 energy 1.258387e+00 2.212957e-04 1.258387e-02 displacement 1.654666e+00 7.409966e-03 1.613445e-06 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 5.233261e-04 0.000000e+00 energy 1.258387e+00 2.395356e-04 1.258387e-02 displacement 1.654666e+00 4.079111e-03 1.514199e-06 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 1.036462e-04 0.000000e+00 energy 1.258387e+00 5.520770e-05 1.258387e-02 displacement 1.654666e+00 4.736605e-04 1.537148e-06 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 1.360754e-05 0.000000e+00 energy 1.258387e+00 6.684637e-06 1.258387e-02 displacement 1.654666e+00 7.905697e-05 1.525806e-06 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.551591 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 4.224864e-06 0.000000e+00 energy 1.258387e+00 1.487854e-06 1.258387e-02 displacement 1.654666e+00 3.086224e-05 1.519495e-06 7 Nonlinear solution status: time= 1.77 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.492366 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 2.838913e-06 0.000000e+00 energy 1.258387e+00 6.101761e-07 1.258387e-02 displacement 1.654666e+00 6.492441e-06 1.516423e-06 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 1.213116e-06 0.000000e+00 energy 1.258387e+00 8.918754e-08 1.258387e-02 displacement 1.654666e+00 1.693052e-06 1.516774e-06 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.860150e+01 3.281404e-07 0.000000e+00 energy 1.258387e+00 1.160996e-07 1.258387e-02 displacement 1.654666e+00 1.084273e-06 1.516509e-06 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865825 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 1.923652e+01 2.575502e-02 0.000000e+00 energy 1.297457e+00 5.685261e-03 1.297457e-02 displacement 1.681799e+00 1.681799e+00 1.681799e-06 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 1.256980e-03 0.000000e+00 energy 1.297457e+00 4.294048e-04 1.297457e-02 displacement 1.681799e+00 6.504787e-03 1.593233e-06 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 5.241389e-05 0.000000e+00 energy 1.297457e+00 5.683292e-06 1.297457e-02 displacement 1.681799e+00 1.935424e-03 1.548146e-06 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 1.118934e-05 0.000000e+00 energy 1.297457e+00 3.034017e-06 1.297457e-02 displacement 1.681799e+00 1.057372e-04 1.542517e-06 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 2.967601e-06 0.000000e+00 energy 1.297457e+00 8.126619e-07 1.297457e-02 displacement 1.681799e+00 9.702241e-05 1.535593e-06 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 7.436014e-07 0.000000e+00 energy 1.297457e+00 1.705151e-07 1.297457e-02 displacement 1.681799e+00 4.487543e-06 1.536655e-06 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 1.979620e-07 0.000000e+00 energy 1.297457e+00 1.572086e-08 1.297457e-02 displacement 1.681799e+00 1.936273e-06 1.536994e-06 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.923652e+01 6.741417e-08 0.000000e+00 energy 1.297457e+00 1.276884e-08 1.297457e-02 displacement 1.681799e+00 1.708458e-07 1.536661e-06 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865825 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 1.897800e+01 2.221863e-02 0.000000e+00 energy 1.284359e+00 6.860243e-03 1.284359e-02 displacement 1.677540e+00 1.677540e+00 1.677540e-06 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897800e+01 1.716036e-03 0.000000e+00 energy 1.284359e+00 4.449734e-04 1.284359e-02 displacement 1.677540e+00 7.678969e-03 1.582960e-06 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897800e+01 2.440289e-04 0.000000e+00 energy 1.284359e+00 7.367475e-05 1.284359e-02 displacement 1.677540e+00 2.974748e-03 1.517899e-06 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897800e+01 2.054260e-05 0.000000e+00 energy 1.284359e+00 3.013317e-06 1.284359e-02 displacement 1.677540e+00 1.147936e-04 1.524030e-06 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897800e+01 2.668242e-06 0.000000e+00 energy 1.284359e+00 3.669369e-07 1.284359e-02 displacement 1.677540e+00 4.108954e-05 1.519333e-06 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897800e+01 1.023787e-06 0.000000e+00 energy 1.284359e+00 1.931113e-07 1.284359e-02 displacement 1.677540e+00 1.150884e-05 1.517667e-06 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897800e+01 9.582921e-08 0.000000e+00 energy 1.284359e+00 1.218235e-08 1.284359e-02 displacement 1.677540e+00 2.218942e-07 1.517889e-06 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865933 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 1.929973e+01 1.949186e-02 0.000000e+00 energy 1.303387e+00 5.705985e-03 1.303387e-02 displacement 1.685001e+00 1.685001e+00 1.685001e-06 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 1.929973e+01 2.228613e-03 0.000000e+00 energy 1.303387e+00 4.935369e-04 1.303387e-02 displacement 1.685001e+00 7.983978e-03 1.579995e-06 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 1.929973e+01 5.563299e-04 0.000000e+00 energy 1.303387e+00 1.412541e-04 1.303387e-02 displacement 1.685001e+00 3.563436e-03 1.516685e-06 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.929973e+01 1.931908e-05 0.000000e+00 energy 1.303387e+00 2.042872e-06 1.303387e-02 displacement 1.685001e+00 1.619504e-04 1.523195e-06 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.929973e+01 1.538165e-06 0.000000e+00 energy 1.303387e+00 7.880562e-07 1.303387e-02 displacement 1.685001e+00 3.588372e-05 1.520183e-06 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.929973e+01 2.960709e-07 0.000000e+00 energy 1.303387e+00 3.226465e-08 1.303387e-02 displacement 1.685001e+00 7.366754e-06 1.519242e-06 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.929973e+01 1.434486e-07 0.000000e+00 energy 1.303387e+00 7.583260e-08 1.303387e-02 displacement 1.685001e+00 1.210008e-06 1.518924e-06 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865933 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 1.960798e+01 1.562051e-02 0.000000e+00 energy 1.323128e+00 4.426341e-03 1.323128e-02 displacement 1.693271e+00 1.693271e+00 1.693271e-06 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 1.960798e+01 2.258388e-03 0.000000e+00 energy 1.323128e+00 4.584356e-04 1.323128e-02 displacement 1.693271e+00 7.443881e-03 1.592824e-06 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 1.960798e+01 9.074855e-04 0.000000e+00 energy 1.323128e+00 1.667830e-04 1.323128e-02 displacement 1.693271e+00 6.099485e-03 1.511421e-06 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 1.960798e+01 5.005743e-05 0.000000e+00 energy 1.323128e+00 1.878902e-05 1.323128e-02 displacement 1.693271e+00 3.098158e-04 1.516748e-06 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 1.960798e+01 1.692966e-05 0.000000e+00 energy 1.323128e+00 1.782983e-05 1.323128e-02 displacement 1.693271e+00 7.291903e-04 1.505491e-06 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.960798e+01 1.180949e-05 0.000000e+00 energy 1.323128e+00 1.020004e-06 1.323128e-02 displacement 1.693271e+00 1.375844e-03 1.495219e-06 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.960798e+01 5.655162e-06 0.000000e+00 energy 1.323128e+00 1.594272e-06 1.323128e-02 displacement 1.693271e+00 2.170216e-05 1.495069e-06 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.960798e+01 1.004262e-06 0.000000e+00 energy 1.323128e+00 4.377732e-07 1.323128e-02 displacement 1.693271e+00 3.626272e-06 1.496651e-06 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.960798e+01 4.878368e-08 0.000000e+00 energy 1.323128e+00 1.996519e-09 1.323128e-02 displacement 1.693271e+00 3.865837e-06 1.496543e-06 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.960798e+01 3.564503e-08 0.000000e+00 energy 1.323128e+00 1.525687e-08 1.323128e-02 displacement 1.693271e+00 3.675648e-07 1.496677e-06 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865933 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 1.991237e+01 1.199146e-02 0.000000e+00 energy 1.352553e+00 3.139752e-03 1.352553e-02 displacement 1.703165e+00 1.703165e+00 1.703165e-06 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 1.991237e+01 1.958002e-03 0.000000e+00 energy 1.352553e+00 4.384591e-04 1.352553e-02 displacement 1.703165e+00 7.895346e-03 1.608540e-06 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 1.991237e+01 3.415621e-04 0.000000e+00 energy 1.352553e+00 6.110664e-05 1.352553e-02 displacement 1.703165e+00 5.664987e-03 1.530624e-06 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991237e+01 3.508767e-05 0.000000e+00 energy 1.352553e+00 1.948853e-05 1.352553e-02 displacement 1.703165e+00 2.406405e-04 1.529555e-06 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991237e+01 2.901356e-05 0.000000e+00 energy 1.352553e+00 8.734350e-06 1.352553e-02 displacement 1.703165e+00 1.140379e-03 1.517447e-06 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991237e+01 1.027691e-05 0.000000e+00 energy 1.352553e+00 4.236141e-06 1.352553e-02 displacement 1.703165e+00 3.317051e-04 1.513453e-06 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991237e+01 4.869532e-06 0.000000e+00 energy 1.352553e+00 3.190435e-06 1.352553e-02 displacement 1.703165e+00 3.994572e-04 1.509503e-06 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991237e+01 2.886430e-07 0.000000e+00 energy 1.352553e+00 1.361141e-07 1.352553e-02 displacement 1.703165e+00 5.440466e-05 1.510769e-06 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991237e+01 2.247009e-08 0.000000e+00 energy 1.352553e+00 1.463309e-10 1.352553e-02 displacement 1.703165e+00 4.262919e-07 1.510972e-06 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865933 1 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 9.832153e-03 0.000000e+00 energy 1.360725e+00 7.684604e-04 1.360725e-02 displacement 1.708567e+00 1.708567e+00 1.708567e-06 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 1.827540e-03 0.000000e+00 energy 1.360725e+00 2.914920e-04 1.360725e-02 displacement 1.708567e+00 7.874259e-03 1.619049e-06 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 3.382805e-04 0.000000e+00 energy 1.360725e+00 2.515252e-05 1.360725e-02 displacement 1.708567e+00 5.251768e-03 1.545320e-06 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 4.313427e-04 0.000000e+00 energy 1.360725e+00 3.862454e-05 1.360725e-02 displacement 1.708567e+00 9.187532e-04 1.528495e-06 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 3.642348e-05 0.000000e+00 energy 1.360725e+00 2.229859e-06 1.360725e-02 displacement 1.708567e+00 1.214453e-04 1.534869e-06 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 4.744449e-06 0.000000e+00 energy 1.360725e+00 4.801325e-07 1.360725e-02 displacement 1.708567e+00 2.343570e-05 1.536077e-06 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 2.607673e-06 0.000000e+00 energy 1.360725e+00 4.995012e-08 1.360725e-02 displacement 1.708567e+00 1.152213e-05 1.537456e-06 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.008477e+01 1.929183e-07 0.000000e+00 energy 1.360725e+00 2.640323e-08 1.360725e-02 displacement 1.708567e+00 7.744383e-07 1.537729e-06 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865933 1 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 1.003179e-02 0.000000e+00 energy 1.351297e+00 2.947321e-03 1.351297e-02 displacement 1.711592e+00 1.711592e+00 1.711592e-06 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 2.704906e-03 0.000000e+00 energy 1.351297e+00 4.340394e-04 1.351297e-02 displacement 1.711592e+00 1.501927e-02 1.794460e-06 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 8.990510e-04 0.000000e+00 energy 1.351297e+00 2.130353e-04 1.351297e-02 displacement 1.711592e+00 7.860053e-03 1.643913e-06 4 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.580270 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 3.824034e-04 0.000000e+00 energy 1.351297e+00 2.972544e-05 1.351297e-02 displacement 1.711592e+00 1.168546e-03 1.585619e-06 5 Nonlinear solution status: time= 1.84 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 3.680507e-05 0.000000e+00 energy 1.351297e+00 2.572527e-06 1.351297e-02 displacement 1.711592e+00 2.213667e-04 1.590604e-06 6 Nonlinear solution status: time= 1.84 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.536704 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 1.211531e-05 0.000000e+00 energy 1.351297e+00 2.075851e-06 1.351297e-02 displacement 1.711592e+00 2.225749e-05 1.592608e-06 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 9.246103e-07 0.000000e+00 energy 1.351297e+00 1.843739e-07 1.351297e-02 displacement 1.711592e+00 6.676055e-06 1.592009e-06 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.010356e+01 1.400390e-07 0.000000e+00 energy 1.351297e+00 3.407448e-08 1.351297e-02 displacement 1.711592e+00 6.881829e-07 1.592580e-06 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865933 1 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 8.953515e-03 0.000000e+00 energy 1.376200e+00 2.454016e-03 1.376200e-02 displacement 1.766470e+00 1.766470e+00 1.766470e-06 2 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 1.797870e-02 0.000000e+00 energy 1.376200e+00 6.457385e-03 1.376200e-02 displacement 1.766470e+00 9.599951e-02 2.152722e-06 3 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 1.357618e-03 0.000000e+00 energy 1.376200e+00 1.553119e-03 1.376200e-02 displacement 1.766470e+00 2.927519e-02 1.873007e-06 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.488510 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 3.206699e-04 0.000000e+00 energy 1.376200e+00 4.107068e-04 1.376200e-02 displacement 1.766470e+00 9.860374e-03 1.736318e-06 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.354226 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 1.915331e-04 0.000000e+00 energy 1.376200e+00 1.110315e-04 1.376200e-02 displacement 1.766470e+00 1.606880e-03 1.689982e-06 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.279905 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 1.218459e-04 0.000000e+00 energy 1.376200e+00 3.782014e-05 1.376200e-02 displacement 1.766470e+00 6.325761e-04 1.659386e-06 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.281966 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 9.786270e-05 0.000000e+00 energy 1.376200e+00 2.149294e-05 1.376200e-02 displacement 1.766470e+00 2.015980e-04 1.644004e-06 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 3.822716e-05 0.000000e+00 energy 1.376200e+00 5.057761e-06 1.376200e-02 displacement 1.766470e+00 6.406635e-05 1.643095e-06 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 7.821708e-06 0.000000e+00 energy 1.376200e+00 2.473663e-06 1.376200e-02 displacement 1.766470e+00 4.768797e-05 1.635583e-06 10 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 1.380902e-06 0.000000e+00 energy 1.376200e+00 3.841436e-07 1.376200e-02 displacement 1.766470e+00 1.408892e-05 1.631346e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 11 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 4.174330e-08 0.000000e+00 energy 1.376200e+00 1.908172e-08 1.376200e-02 displacement 1.766470e+00 1.645965e-06 1.632286e-06 12 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.072642e+01 8.733231e-09 0.000000e+00 energy 1.376200e+00 5.051484e-09 1.376200e-02 displacement 1.766470e+00 2.410605e-07 1.632645e-06 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.094225e+01 5.802104e-03 0.000000e+00 energy 1.406394e+00 2.782804e-03 1.406394e-02 displacement 1.829218e+00 1.829218e+00 1.829218e-06 2 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.094225e+01 3.496796e-04 0.000000e+00 energy 1.406394e+00 1.782422e-04 1.406394e-02 displacement 1.829218e+00 9.318409e-03 1.738174e-06 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.094225e+01 1.522874e-04 0.000000e+00 energy 1.406394e+00 1.871764e-05 1.406394e-02 displacement 1.829218e+00 3.162057e-03 1.680277e-06 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.094225e+01 1.593281e-05 0.000000e+00 energy 1.406394e+00 5.491287e-06 1.406394e-02 displacement 1.829218e+00 3.490219e-04 1.676307e-06 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.094225e+01 3.242304e-07 0.000000e+00 energy 1.406394e+00 1.451073e-07 1.406394e-02 displacement 1.829218e+00 1.227142e-05 1.678153e-06 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.094225e+01 3.612358e-08 0.000000e+00 energy 1.406394e+00 1.552428e-08 1.406394e-02 displacement 1.829218e+00 1.864596e-06 1.677274e-06 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.094225e+01 5.176050e-09 0.000000e+00 energy 1.406394e+00 1.296824e-09 1.406394e-02 displacement 1.829218e+00 1.568997e-07 1.677098e-06 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.082660e+01 4.791571e-03 0.000000e+00 energy 1.381237e+00 2.262858e-03 1.381237e-02 displacement 1.825462e+00 1.825462e+00 1.825462e-06 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 2.082660e+01 3.317798e-04 0.000000e+00 energy 1.381237e+00 2.082002e-04 1.381237e-02 displacement 1.825462e+00 1.173740e-02 1.726349e-06 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 2.082660e+01 6.183666e-05 0.000000e+00 energy 1.381237e+00 2.058603e-06 1.381237e-02 displacement 1.825462e+00 3.945222e-03 1.690284e-06 4 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.082660e+01 1.296965e-05 0.000000e+00 energy 1.381237e+00 3.937133e-06 1.381237e-02 displacement 1.825462e+00 6.360765e-05 1.690887e-06 5 Nonlinear solution status: time= 1.87 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.082660e+01 8.935888e-07 0.000000e+00 energy 1.381237e+00 8.379891e-09 1.381237e-02 displacement 1.825462e+00 1.452251e-05 1.692009e-06 6 Nonlinear solution status: time= 1.87 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.082660e+01 1.169912e-07 0.000000e+00 energy 1.381237e+00 3.222818e-08 1.381237e-02 displacement 1.825462e+00 3.273136e-06 1.693501e-06 7 Nonlinear solution status: time= 1.87 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.082660e+01 1.280029e-08 0.000000e+00 energy 1.381237e+00 7.488616e-09 1.381237e-02 displacement 1.825462e+00 2.670865e-07 1.693894e-06 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.023539e+01 4.321133e-03 0.000000e+00 energy 1.357103e+00 1.768301e-03 1.357103e-02 displacement 1.825657e+00 1.825657e+00 1.825657e-06 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 2.023539e+01 3.289700e-04 0.000000e+00 energy 1.357103e+00 2.871600e-04 1.357103e-02 displacement 1.825657e+00 1.197986e-02 1.736401e-06 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 2.023539e+01 2.636077e-05 0.000000e+00 energy 1.357103e+00 1.086325e-05 1.357103e-02 displacement 1.825657e+00 3.003441e-03 1.702791e-06 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 2.023539e+01 1.068181e-06 0.000000e+00 energy 1.357103e+00 1.080114e-06 1.357103e-02 displacement 1.825657e+00 9.818149e-05 1.699612e-06 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 2.023539e+01 4.021626e-08 0.000000e+00 energy 1.357103e+00 4.992298e-08 1.357103e-02 displacement 1.825657e+00 8.030461e-06 1.698944e-06 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 2.023539e+01 5.917326e-10 0.000000e+00 energy 1.357103e+00 4.093413e-10 1.357103e-02 displacement 1.825657e+00 1.221711e-07 1.698953e-06 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 1.927385e+01 4.943326e-03 0.000000e+00 energy 1.332964e+00 6.025285e-03 1.332964e-02 displacement 1.829198e+00 1.829198e+00 1.829198e-06 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 1.927385e+01 1.556426e-03 0.000000e+00 energy 1.332964e+00 3.536086e-04 1.332964e-02 displacement 1.829198e+00 2.098715e-02 1.900516e-06 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 1.927385e+01 3.415055e-04 0.000000e+00 energy 1.332964e+00 1.194533e-04 1.332964e-02 displacement 1.829198e+00 9.980961e-03 1.762630e-06 4 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.565818 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 7.301666e-05 0.000000e+00 energy 1.332964e+00 2.896050e-05 1.332964e-02 displacement 1.829198e+00 7.654653e-04 1.723908e-06 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.231458 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 4.500171e-05 0.000000e+00 energy 1.332964e+00 7.128144e-06 1.332964e-02 displacement 1.829198e+00 4.556231e-05 1.719166e-06 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 1.652227e-05 0.000000e+00 energy 1.332964e+00 5.460015e-06 1.332964e-02 displacement 1.829198e+00 6.235391e-05 1.724894e-06 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 4.872095e-06 0.000000e+00 energy 1.332964e+00 2.268130e-06 1.332964e-02 displacement 1.829198e+00 1.626864e-05 1.723441e-06 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.517998 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 3.153741e-06 0.000000e+00 energy 1.332964e+00 4.535992e-07 1.332964e-02 displacement 1.829198e+00 3.510821e-06 1.721433e-06 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 1.185801e-06 0.000000e+00 energy 1.332964e+00 6.401802e-07 1.332964e-02 displacement 1.829198e+00 3.232301e-06 1.721774e-06 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.927385e+01 1.337167e-08 0.000000e+00 energy 1.332964e+00 6.531845e-09 1.332964e-02 displacement 1.829198e+00 5.558665e-07 1.722192e-06 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.017050e+01 5.312354e-03 0.000000e+00 energy 1.386803e+00 2.903179e-03 1.386803e-02 displacement 1.912020e+00 1.912020e+00 1.912020e-06 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 2.017050e+01 9.857309e-04 0.000000e+00 energy 1.386803e+00 2.757343e-04 1.386803e-02 displacement 1.912020e+00 1.483230e-02 1.902555e-06 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 2.017050e+01 3.118664e-04 0.000000e+00 energy 1.386803e+00 1.101294e-04 1.386803e-02 displacement 1.912020e+00 7.223385e-03 1.807988e-06 4 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.543273 convergence norms : INITIAL CURRENT REQUIRED residual 2.017050e+01 6.233145e-05 0.000000e+00 energy 1.386803e+00 1.800803e-05 1.386803e-02 displacement 1.912020e+00 4.156008e-04 1.786658e-06 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 2.017050e+01 3.744434e-05 0.000000e+00 energy 1.386803e+00 5.197847e-06 1.386803e-02 displacement 1.912020e+00 1.584268e-04 1.776840e-06 6 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.017050e+01 1.870100e-05 0.000000e+00 energy 1.386803e+00 4.603900e-06 1.386803e-02 displacement 1.912020e+00 6.550404e-05 1.781627e-06 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.017050e+01 3.133591e-06 0.000000e+00 energy 1.386803e+00 7.454540e-07 1.386803e-02 displacement 1.912020e+00 1.445010e-05 1.780152e-06 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.017050e+01 1.021981e-06 0.000000e+00 energy 1.386803e+00 4.070514e-07 1.386803e-02 displacement 1.912020e+00 3.855744e-06 1.777976e-06 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.017050e+01 4.224827e-09 0.000000e+00 energy 1.386803e+00 3.049241e-09 1.386803e-02 displacement 1.912020e+00 6.795996e-07 1.778736e-06 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.061238e+01 4.692270e-03 0.000000e+00 energy 1.416245e+00 1.691592e-03 1.416245e-02 displacement 1.938499e+00 1.938499e+00 1.938499e-06 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 2.061238e+01 3.950701e-04 0.000000e+00 energy 1.416245e+00 2.746622e-04 1.416245e-02 displacement 1.938499e+00 1.561779e-02 1.834163e-06 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 2.061238e+01 6.379921e-05 0.000000e+00 energy 1.416245e+00 3.647590e-05 1.416245e-02 displacement 1.938499e+00 7.227299e-03 1.785544e-06 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 2.061238e+01 2.432630e-05 0.000000e+00 energy 1.416245e+00 5.506806e-06 1.416245e-02 displacement 1.938499e+00 8.341304e-04 1.775996e-06 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 2.061238e+01 2.900566e-06 0.000000e+00 energy 1.416245e+00 1.419467e-06 1.416245e-02 displacement 1.938499e+00 1.773487e-04 1.771489e-06 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 2.061238e+01 1.440852e-07 0.000000e+00 energy 1.416245e+00 4.254924e-08 1.416245e-02 displacement 1.938499e+00 8.635010e-06 1.772793e-06 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 2.061238e+01 1.031515e-08 0.000000e+00 energy 1.416245e+00 2.583683e-09 1.416245e-02 displacement 1.938499e+00 9.011697e-08 1.772851e-06 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.096391e+01 5.473790e-03 0.000000e+00 energy 1.428706e+00 6.421606e-03 1.428706e-02 displacement 1.943343e+00 1.943343e+00 1.943343e-06 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 2.096391e+01 1.863167e-03 0.000000e+00 energy 1.428706e+00 8.111824e-04 1.428706e-02 displacement 1.943343e+00 2.238575e-02 2.021327e-06 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 2.096391e+01 5.173642e-04 0.000000e+00 energy 1.428706e+00 3.376294e-04 1.428706e-02 displacement 1.943343e+00 1.046902e-02 1.887197e-06 4 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.501107 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 1.365069e-04 0.000000e+00 energy 1.428706e+00 2.534795e-05 1.428706e-02 displacement 1.943343e+00 2.428168e-03 1.826570e-06 5 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.420799 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 1.521923e-04 0.000000e+00 energy 1.428706e+00 2.541418e-05 1.428706e-02 displacement 1.943343e+00 3.908112e-04 1.811724e-06 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 1.310640e-05 0.000000e+00 energy 1.428706e+00 2.274445e-06 1.428706e-02 displacement 1.943343e+00 4.218915e-04 1.816388e-06 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 8.899219e-06 0.000000e+00 energy 1.428706e+00 2.633851e-06 1.428706e-02 displacement 1.943343e+00 3.761778e-04 1.808778e-06 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 2.154027e-06 0.000000e+00 energy 1.428706e+00 1.030812e-06 1.428706e-02 displacement 1.943343e+00 2.207999e-05 1.809927e-06 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 3.138684e-07 0.000000e+00 energy 1.428706e+00 1.084096e-07 1.428706e-02 displacement 1.943343e+00 8.522847e-06 1.810011e-06 10 Nonlinear solution status: time= 1.92 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.096391e+01 2.579528e-08 0.000000e+00 energy 1.428706e+00 2.077062e-08 1.428706e-02 displacement 1.943343e+00 1.443917e-07 1.809783e-06 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.256702e+01 4.076824e-03 0.000000e+00 energy 1.491494e+00 2.286403e-03 1.491494e-02 displacement 1.993772e+00 1.993772e+00 1.993772e-06 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 2.256702e+01 6.224613e-04 0.000000e+00 energy 1.491494e+00 3.260310e-04 1.491494e-02 displacement 1.993772e+00 1.875674e-02 1.888150e-06 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 2.256702e+01 2.308527e-04 0.000000e+00 energy 1.491494e+00 8.479508e-05 1.491494e-02 displacement 1.993772e+00 1.706561e-02 1.823263e-06 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 2.256702e+01 5.356261e-05 0.000000e+00 energy 1.491494e+00 2.247334e-05 1.491494e-02 displacement 1.993772e+00 3.262863e-03 1.808749e-06 5 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.256702e+01 2.021419e-06 0.000000e+00 energy 1.491494e+00 1.376126e-06 1.491494e-02 displacement 1.993772e+00 3.912192e-04 1.805156e-06 6 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.256702e+01 6.767070e-07 0.000000e+00 energy 1.491494e+00 2.579096e-07 1.491494e-02 displacement 1.993772e+00 6.331716e-06 1.805990e-06 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.256702e+01 5.341201e-08 0.000000e+00 energy 1.491494e+00 2.258413e-08 1.491494e-02 displacement 1.993772e+00 2.831013e-07 1.805812e-06 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.280242e+01 4.050423e-03 0.000000e+00 energy 1.499502e+00 4.243150e-03 1.499502e-02 displacement 2.002256e+00 2.002256e+00 2.002256e-06 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 2.280242e+01 1.585684e-03 0.000000e+00 energy 1.499502e+00 4.281880e-05 1.499502e-02 displacement 2.002256e+00 1.925510e-02 1.931617e-06 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 2.280242e+01 2.805711e-04 0.000000e+00 energy 1.499502e+00 4.507904e-05 1.499502e-02 displacement 2.002256e+00 4.254602e-03 1.864553e-06 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 2.280242e+01 1.641579e-05 0.000000e+00 energy 1.499502e+00 5.819491e-06 1.499502e-02 displacement 2.002256e+00 3.528877e-04 1.876357e-06 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.608567 convergence norms : INITIAL CURRENT REQUIRED residual 2.280242e+01 6.812544e-06 0.000000e+00 energy 1.499502e+00 1.075538e-06 1.499502e-02 displacement 2.002256e+00 3.424431e-05 1.876817e-06 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.280242e+01 2.541880e-06 0.000000e+00 energy 1.499502e+00 7.860179e-07 1.499502e-02 displacement 2.002256e+00 2.439327e-05 1.881396e-06 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 2.280242e+01 6.677859e-07 0.000000e+00 energy 1.499502e+00 2.663210e-07 1.499502e-02 displacement 2.002256e+00 2.239623e-06 1.881423e-06 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 2.280242e+01 1.884906e-07 0.000000e+00 energy 1.499502e+00 8.740057e-08 1.499502e-02 displacement 2.002256e+00 1.459939e-06 1.879849e-06 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 91 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20865969 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 2.401670e+01 7.250387e-03 0.000000e+00 energy 1.546985e+00 6.076262e-04 1.546985e-02 displacement 2.036369e+00 2.036369e+00 2.036369e-06 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 2.401670e+01 1.235039e-03 0.000000e+00 energy 1.546985e+00 2.882989e-04 1.546985e-02 displacement 2.036369e+00 6.547666e-03 1.989064e-06 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 2.401670e+01 1.603098e-04 0.000000e+00 energy 1.546985e+00 8.580186e-06 1.546985e-02 displacement 2.036369e+00 2.578849e-03 1.935395e-06 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 2.401670e+01 5.842583e-05 0.000000e+00 energy 1.546985e+00 1.558643e-05 1.546985e-02 displacement 2.036369e+00 4.011254e-04 1.940713e-06 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 2.401670e+01 2.609025e-05 0.000000e+00 energy 1.546985e+00 6.685868e-06 1.546985e-02 displacement 2.036369e+00 5.735426e-05 1.930957e-06 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.585964 convergence norms : INITIAL CURRENT REQUIRED residual 2.401670e+01 3.225816e-05 0.000000e+00 energy 1.546985e+00 1.340266e-06 1.546985e-02 displacement 2.036369e+00 1.157225e-04 1.917941e-06 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.401670e+01 1.229666e-05 0.000000e+00 energy 1.546985e+00 1.304962e-06 1.546985e-02 displacement 2.036369e+00 2.636380e-05 1.915043e-06 8 Nonlinear solution status: time= 1.95 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.401670e+01 5.785124e-06 0.000000e+00 energy 1.546985e+00 1.683781e-07 1.546985e-02 displacement 2.036369e+00 2.460212e-05 1.919892e-06 9 Nonlinear solution status: time= 1.95 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.401670e+01 1.238332e-06 0.000000e+00 energy 1.546985e+00 1.805525e-07 1.546985e-02 displacement 2.036369e+00 6.389250e-06 1.920641e-06 10 Nonlinear solution status: time= 1.95 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.401670e+01 8.734063e-07 0.000000e+00 energy 1.546985e+00 6.685166e-08 1.546985e-02 displacement 2.036369e+00 2.918380e-06 1.919502e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20866041 11 Nonlinear solution status: time= 1.95 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.401670e+01 1.080880e-07 0.000000e+00 energy 1.546985e+00 3.316850e-08 1.546985e-02 displacement 2.036369e+00 2.475205e-07 1.919079e-06 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 92 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20866041 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 2.443013e+01 2.306947e-02 0.000000e+00 energy 1.574324e+00 3.598514e-05 1.574324e-02 displacement 2.054028e+00 2.054028e+00 2.054028e-06 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 2.443013e+01 4.192805e-03 0.000000e+00 energy 1.574324e+00 1.009497e-03 1.574324e-02 displacement 2.054028e+00 1.542627e-02 1.965479e-06 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 2.443013e+01 7.183699e-04 0.000000e+00 energy 1.574324e+00 8.688815e-05 1.574324e-02 displacement 2.054028e+00 1.473662e-02 1.839013e-06 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 2.443013e+01 1.663781e-04 0.000000e+00 energy 1.574324e+00 1.372208e-04 1.574324e-02 displacement 2.054028e+00 2.855036e-03 1.864590e-06 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 2.443013e+01 4.259253e-05 0.000000e+00 energy 1.574324e+00 1.884414e-05 1.574324e-02 displacement 2.054028e+00 2.502915e-04 1.855808e-06 6 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.562897 convergence norms : INITIAL CURRENT REQUIRED residual 2.443013e+01 1.396753e-05 0.000000e+00 energy 1.574324e+00 2.494911e-06 1.574324e-02 displacement 2.054028e+00 9.025179e-05 1.845226e-06 7 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.443013e+01 5.116261e-06 0.000000e+00 energy 1.574324e+00 8.866786e-07 1.574324e-02 displacement 2.054028e+00 5.005491e-05 1.840047e-06 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.443013e+01 2.530928e-07 0.000000e+00 energy 1.574324e+00 2.641259e-07 1.574324e-02 displacement 2.054028e+00 1.583216e-05 1.840850e-06 9 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.443013e+01 8.452124e-09 0.000000e+00 energy 1.574324e+00 2.410859e-09 1.574324e-02 displacement 2.054028e+00 4.042737e-07 1.840467e-06 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 93 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20866041 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 2.409413e+01 1.872335e-02 0.000000e+00 energy 1.570177e+00 4.186624e-04 1.570177e-02 displacement 2.085681e+00 2.085681e+00 2.085681e-06 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 2.409413e+01 3.231108e-03 0.000000e+00 energy 1.570177e+00 9.117566e-04 1.570177e-02 displacement 2.085681e+00 1.425880e-02 1.978199e-06 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 2.409413e+01 6.160468e-04 0.000000e+00 energy 1.570177e+00 1.525093e-05 1.570177e-02 displacement 2.085681e+00 1.097032e-02 1.886924e-06 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 2.409413e+01 1.930251e-04 0.000000e+00 energy 1.570177e+00 1.068807e-04 1.570177e-02 displacement 2.085681e+00 2.436705e-03 1.869979e-06 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 2.409413e+01 4.415443e-05 0.000000e+00 energy 1.570177e+00 1.712636e-05 1.570177e-02 displacement 2.085681e+00 2.122667e-04 1.872711e-06 6 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.592529 convergence norms : INITIAL CURRENT REQUIRED residual 2.409413e+01 6.052641e-06 0.000000e+00 energy 1.570177e+00 1.106457e-06 1.570177e-02 displacement 2.085681e+00 5.535844e-05 1.870138e-06 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409413e+01 5.922661e-07 0.000000e+00 energy 1.570177e+00 2.901104e-07 1.570177e-02 displacement 2.085681e+00 1.788549e-05 1.867685e-06 8 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409413e+01 2.500986e-07 0.000000e+00 energy 1.570177e+00 7.303690e-08 1.570177e-02 displacement 2.085681e+00 3.470192e-06 1.867123e-06 9 Nonlinear solution status: time= 1.97 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409413e+01 1.911948e-08 0.000000e+00 energy 1.570177e+00 6.688697e-09 1.570177e-02 displacement 2.085681e+00 1.053242e-07 1.866950e-06 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 94 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20866041 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 2.415128e+01 1.338147e-02 0.000000e+00 energy 1.581048e+00 2.044476e-03 1.581048e-02 displacement 2.102630e+00 2.102630e+00 2.102630e-06 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 2.415128e+01 3.209474e-03 0.000000e+00 energy 1.581048e+00 8.733181e-04 1.581048e-02 displacement 2.102630e+00 1.420075e-02 1.989687e-06 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 2.415128e+01 3.027799e-04 0.000000e+00 energy 1.581048e+00 6.013468e-05 1.581048e-02 displacement 2.102630e+00 1.765593e-02 1.867909e-06 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 2.415128e+01 7.892504e-05 0.000000e+00 energy 1.581048e+00 9.221316e-06 1.581048e-02 displacement 2.102630e+00 6.549093e-04 1.857753e-06 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.415128e+01 1.490868e-05 0.000000e+00 energy 1.581048e+00 1.569504e-06 1.581048e-02 displacement 2.102630e+00 6.644021e-04 1.839267e-06 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.415128e+01 1.324308e-06 0.000000e+00 energy 1.581048e+00 1.123349e-07 1.581048e-02 displacement 2.102630e+00 1.478331e-05 1.837091e-06 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.415128e+01 2.692417e-07 0.000000e+00 energy 1.581048e+00 7.664634e-09 1.581048e-02 displacement 2.102630e+00 1.131549e-05 1.839439e-06 8 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.415128e+01 2.307621e-08 0.000000e+00 energy 1.581048e+00 3.684933e-09 1.581048e-02 displacement 2.102630e+00 6.402321e-07 1.840033e-06 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 008LL_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 95 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20866041 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 2.400889e+01 9.739459e-03 0.000000e+00 energy 1.578151e+00 2.567461e-03 1.578151e-02 displacement 2.112826e+00 2.112826e+00 2.112826e-06 2 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 3.348129e-03 0.000000e+00 energy 1.578151e+00 8.333034e-04 1.578151e-02 displacement 2.112826e+00 1.485480e-02 1.995472e-06 3 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 5.888989e-04 0.000000e+00 energy 1.578151e+00 2.016245e-04 1.578151e-02 displacement 2.112826e+00 3.030762e-02 1.842724e-06 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 1.135816e-04 0.000000e+00 energy 1.578151e+00 2.096887e-05 1.578151e-02 displacement 2.112826e+00 3.627463e-04 1.856431e-06 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 3.820942e-05 0.000000e+00 energy 1.578151e+00 1.072170e-05 1.578151e-02 displacement 2.112826e+00 1.056978e-04 1.848294e-06 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 2.282448e-05 0.000000e+00 energy 1.578151e+00 1.226984e-05 1.578151e-02 displacement 2.112826e+00 3.727740e-04 1.833748e-06 7 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 4.359140e-06 0.000000e+00 energy 1.578151e+00 2.051976e-06 1.578151e-02 displacement 2.112826e+00 2.326630e-05 1.837894e-06 8 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 4.064748e-07 0.000000e+00 energy 1.578151e+00 5.810560e-08 1.578151e-02 displacement 2.112826e+00 8.795340e-06 1.839081e-06 9 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.400889e+01 1.751480e-07 0.000000e+00 energy 1.578151e+00 7.395790e-08 1.578151e-02 displacement 2.112826e+00 6.918071e-07 1.838378e-06 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 008LL_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 96 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 290721 Nr of nonzeroes in stiffness matrix ....... : 20866041 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 2.476441e+01 8.262494e-03 0.000000e+00 energy 1.606105e+00 9.091459e-04 1.606105e-02 displacement 2.122834e+00 2.122834e+00 2.122834e-06 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 2.476441e+01 2.390188e-03 0.000000e+00 energy 1.606105e+00 7.549142e-04 1.606105e-02 displacement 2.122834e+00 1.726146e-02 1.964727e-06 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 2.476441e+01 7.352724e-04 0.000000e+00 energy 1.606105e+00 1.148835e-04 1.606105e-02 displacement 2.122834e+00 2.189904e-02 1.817536e-06 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 2.476441e+01 1.165999e-04 0.000000e+00 energy 1.606105e+00 3.608424e-05 1.606105e-02 displacement 2.122834e+00 1.641293e-03 1.791103e-06 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 2.476441e+01 8.027136e-06 0.000000e+00 energy 1.606105e+00 6.557443e-06 1.606105e-02 displacement 2.122834e+00 2.764056e-04 1.790821e-06 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 2.476441e+01 9.812530e-07 0.000000e+00 energy 1.606105e+00 9.992988e-07 1.606105e-02 displacement 2.122834e+00 7.751443e-05 1.789411e-06 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 2.476441e+01 4.318905e-08 0.000000e+00 energy 1.606105e+00 5.194061e-08 1.606105e-02 displacement 2.122834e+00 5.569170e-06 1.790646e-06 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 2.476441e+01 2.520735e-09 0.000000e+00 energy 1.606105e+00 3.986588e-09 1.606105e-02 displacement 2.122834e+00 5.740448e-07 1.791203e-06 ------- converged at time : 2 ]0;(step 2/2: 100%) 008LL_Quad_run4.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 .................... : 96 Total number of equilibrium iterations ............ : 759 Average number of equilibrium iterations .......... : 7.90625 Total number of right hand evaluations ............ : 1012 Total number of stiffness reformations ............ : 112 Time in linear solver: 0:34:14 Elapsed time : 0:53:10 N O R M A L T E R M I N A T I O N