=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_LA/008LA_Quad_run8.feb ...SUCCESS! ]0;(step 1/2: 0%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.178732e-21 1.239762e-21 0.000000e+00 energy 1.776765e-22 4.986526e-23 1.776765e-24 displacement 5.024865e-22 5.024865e-22 5.024865e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.239762e-21 1.880734e-21 0.000000e+00 energy 1.562926e-22 1.050981e-22 1.562926e-24 displacement 3.080284e-22 3.080284e-22 3.080284e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.880734e-21 1.965361e-21 0.000000e+00 energy 2.099572e-22 1.070376e-22 2.099572e-24 displacement 3.072600e-22 3.072600e-22 3.072600e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.965361e-21 1.944433e-21 0.000000e+00 energy 2.119044e-22 1.082524e-22 2.119044e-24 displacement 3.123340e-22 3.123340e-22 3.123340e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.944433e-21 1.919793e-21 0.000000e+00 energy 2.114216e-22 1.067316e-22 2.114216e-24 displacement 3.113679e-22 3.113679e-22 3.113679e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.919793e-21 1.983595e-21 0.000000e+00 energy 2.106616e-22 1.076121e-22 2.106616e-24 displacement 3.124788e-22 3.124788e-22 3.124788e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.983595e-21 1.939923e-21 0.000000e+00 energy 2.117382e-22 1.083556e-22 2.117382e-24 displacement 3.141268e-22 3.141268e-22 3.141268e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.939923e-21 1.966240e-21 0.000000e+00 energy 2.119482e-22 1.085289e-22 2.119482e-24 displacement 3.146238e-22 3.146238e-22 3.146238e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.966240e-21 1.907785e-21 0.000000e+00 energy 2.132298e-22 1.084220e-22 2.132298e-24 displacement 3.148930e-22 3.148930e-22 3.148930e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.907785e-21 1.949120e-21 0.000000e+00 energy 2.116615e-22 1.073732e-22 2.116615e-24 displacement 3.135118e-22 3.135118e-22 3.135118e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.949120e-21 1.935554e-21 0.000000e+00 energy 2.115464e-22 1.077097e-22 2.115464e-24 displacement 3.123434e-22 3.123434e-22 3.123434e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 008LA_Quad_run8.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 ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.935554e-21 1.898785e-21 0.000000e+00 energy 2.115197e-22 1.074822e-22 2.115197e-24 displacement 3.113753e-22 3.113753e-22 3.113753e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 008LA_Quad_run8.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: 0:06:15 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.898785e-21 1.949639e-21 0.000000e+00 energy 2.109911e-22 1.072516e-22 2.109911e-24 displacement 3.106442e-22 3.106442e-22 3.106442e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 2 : 1.11 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.949639e-21 1.948747e-21 0.000000e+00 energy 2.117059e-22 1.067968e-22 2.117059e-24 displacement 3.144503e-22 3.144503e-22 3.144503e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.948747e-21 1.920230e-21 0.000000e+00 energy 2.117439e-22 1.083991e-22 2.117439e-24 displacement 3.136370e-22 3.136370e-22 3.136370e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.920230e-21 1.921995e-21 0.000000e+00 energy 2.119896e-22 1.081377e-22 2.119896e-24 displacement 3.146708e-22 3.146708e-22 3.146708e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.921995e-21 1.922482e-21 0.000000e+00 energy 2.121342e-22 1.079125e-22 2.121342e-24 displacement 3.133537e-22 3.133537e-22 3.133537e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.922482e-21 1.878036e-21 0.000000e+00 energy 2.112402e-22 1.075065e-22 2.112402e-24 displacement 3.142418e-22 3.142418e-22 3.142418e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.878036e-21 2.009733e-21 0.000000e+00 energy 2.109372e-22 1.072352e-22 2.109372e-24 displacement 3.130193e-22 3.130193e-22 3.130193e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 2.009733e-21 1.958935e-21 0.000000e+00 energy 2.112806e-22 1.074627e-22 2.112806e-24 displacement 3.129775e-22 3.129775e-22 3.129775e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.958935e-21 1.888593e-21 0.000000e+00 energy 2.115479e-22 1.071937e-22 2.115479e-24 displacement 3.147623e-22 3.147623e-22 3.147623e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.888593e-21 1.897268e-21 0.000000e+00 energy 2.104887e-22 1.072282e-22 2.104887e-24 displacement 3.161779e-22 3.161779e-22 3.161779e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 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 1.897268e-21 1.945476e-21 0.000000e+00 energy 2.109630e-22 1.078034e-22 2.109630e-24 displacement 3.113140e-22 3.113140e-22 3.113140e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094208 1 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.945476e-21 1.149604e-02 0.000000e+00 energy 2.113642e-22 2.927809e-15 2.113642e-24 displacement 3.126350e-22 7.815876e-23 7.815876e-29 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094640 2 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.149604e-02 3.199781e-04 0.000000e+00 energy 2.927809e-15 2.643844e-04 2.927809e-17 displacement 3.126350e-22 1.232898e-01 1.232898e-07 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094586 3 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 2.816213e-05 0.000000e+00 energy 2.643844e-04 2.676485e-05 2.643844e-06 displacement 3.126350e-22 1.887512e-01 1.018594e-07 4 Nonlinear solution status: time= 1.21 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 3.801084e-06 0.000000e+00 energy 2.643844e-04 3.711426e-06 2.643844e-06 displacement 3.126350e-22 3.976658e-03 1.135638e-07 5 Nonlinear solution status: time= 1.21 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 1.416565e-06 0.000000e+00 energy 2.643844e-04 2.117896e-06 2.643844e-06 displacement 3.126350e-22 1.638272e-03 1.027832e-07 6 Nonlinear solution status: time= 1.21 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 1.311264e-06 0.000000e+00 energy 2.643844e-04 1.798664e-06 2.643844e-06 displacement 3.126350e-22 6.669382e-04 9.876827e-08 7 Nonlinear solution status: time= 1.21 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 2.474308e-06 0.000000e+00 energy 2.643844e-04 2.516704e-06 2.643844e-06 displacement 3.126350e-22 3.898127e-04 1.022272e-07 8 Nonlinear solution status: time= 1.21 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 1.171883e-06 0.000000e+00 energy 2.643844e-04 1.401380e-06 2.643844e-06 displacement 3.126350e-22 1.441158e-03 1.165575e-07 9 Nonlinear solution status: time= 1.21 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 6.393564e-08 0.000000e+00 energy 2.643844e-04 1.160831e-07 2.643844e-06 displacement 3.126350e-22 5.980581e-04 1.257222e-07 10 Nonlinear solution status: time= 1.21 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 5.461761e-09 0.000000e+00 energy 2.643844e-04 1.968390e-08 2.643844e-06 displacement 3.126350e-22 1.356745e-05 1.265752e-07 11 Nonlinear solution status: time= 1.21 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 1.395741e-09 0.000000e+00 energy 2.643844e-04 1.089669e-09 2.643844e-06 displacement 3.126350e-22 3.778941e-06 1.257804e-07 12 Nonlinear solution status: time= 1.21 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.199781e-04 5.801388e-11 0.000000e+00 energy 2.643844e-04 1.162817e-10 2.643844e-06 displacement 3.126350e-22 6.263250e-07 1.255314e-07 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094532 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 3.569504e-05 0.000000e+00 energy 3.372371e-02 1.676241e-04 3.372371e-04 displacement 4.202271e-01 4.202271e-01 4.202271e-07 2 Nonlinear solution status: time= 1.22 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.600254 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 5.276700e-05 0.000000e+00 energy 3.372371e-02 2.303611e-04 3.372371e-04 displacement 4.202271e-01 4.643848e-02 6.314278e-07 3 Nonlinear solution status: time= 1.22 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 3.410204e-06 0.000000e+00 energy 3.372371e-02 5.154575e-05 3.372371e-04 displacement 4.202271e-01 6.146859e-03 5.435526e-07 4 Nonlinear solution status: time= 1.22 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.502554 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 7.880083e-07 0.000000e+00 energy 3.372371e-02 2.026123e-05 3.372371e-04 displacement 4.202271e-01 4.847368e-03 4.750121e-07 5 Nonlinear solution status: time= 1.22 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.363575 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 3.398257e-07 0.000000e+00 energy 3.372371e-02 5.115713e-06 3.372371e-04 displacement 4.202271e-01 5.882808e-04 4.548261e-07 6 Nonlinear solution status: time= 1.22 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.302589 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 1.726777e-07 0.000000e+00 energy 3.372371e-02 1.903542e-06 3.372371e-04 displacement 4.202271e-01 1.612087e-04 4.448208e-07 7 Nonlinear solution status: time= 1.22 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.156688 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 3.850211e-08 0.000000e+00 energy 3.372371e-02 1.876008e-07 3.372371e-04 displacement 4.202271e-01 2.100394e-05 4.412853e-07 8 Nonlinear solution status: time= 1.22 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 4.152653e-09 0.000000e+00 energy 3.372371e-02 2.306846e-08 3.372371e-04 displacement 4.202271e-01 3.345624e-06 4.428895e-07 9 Nonlinear solution status: time= 1.22 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.099105e-02 6.828681e-11 0.000000e+00 energy 3.372371e-02 6.449599e-11 3.372371e-04 displacement 4.202271e-01 1.123739e-07 4.426755e-07 ------- converged at time : 1.22 ]0;(step 2/2: 22%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094586 1 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.951276e-03 0.000000e+00 energy 3.719973e-02 1.434058e-03 3.719973e-04 displacement 5.151460e-01 5.151460e-01 5.151460e-07 2 Nonlinear solution status: time= 1.23 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.298178 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.586777e-02 0.000000e+00 energy 3.719973e-02 2.260529e-02 3.719973e-04 displacement 5.151460e-01 7.083143e+00 1.038136e-05 3 Nonlinear solution status: time= 1.23 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 6.142395e-03 0.000000e+00 energy 3.719973e-02 8.448246e-04 3.719973e-04 displacement 5.151460e-01 3.162335e-01 8.456754e-06 4 Nonlinear solution status: time= 1.23 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 9.202235e-03 0.000000e+00 energy 3.719973e-02 1.683346e-03 3.719973e-04 displacement 5.151460e-01 2.868682e+00 1.669908e-06 5 Nonlinear solution status: time= 1.23 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.184461 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 5.832378e-03 0.000000e+00 energy 3.719973e-02 4.151471e-04 3.719973e-04 displacement 5.151460e-01 5.734806e-02 1.143772e-06 6 Nonlinear solution status: time= 1.23 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.230374 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.828390e-03 0.000000e+00 energy 3.719973e-02 2.900426e-04 3.719973e-04 displacement 5.151460e-01 3.434061e-02 8.404075e-07 7 Nonlinear solution status: time= 1.23 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.272721 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 1.230929e-03 0.000000e+00 energy 3.719973e-02 1.201567e-04 3.719973e-04 displacement 5.151460e-01 1.297167e-02 6.712696e-07 8 Nonlinear solution status: time= 1.23 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.430468e-04 0.000000e+00 energy 3.719973e-02 2.258481e-04 3.719973e-04 displacement 5.151460e-01 1.125081e-02 6.075142e-07 9 Nonlinear solution status: time= 1.23 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 3.799930e-04 0.000000e+00 energy 3.719973e-02 1.736931e-04 3.719973e-04 displacement 5.151460e-01 1.893148e-02 7.862916e-07 10 Nonlinear solution status: time= 1.23 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 1.438806e-04 0.000000e+00 energy 3.719973e-02 3.609116e-05 3.719973e-04 displacement 5.151460e-01 5.750467e-03 7.154868e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094586 11 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.181576 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 9.621451e-05 0.000000e+00 energy 3.719973e-02 2.399647e-05 3.719973e-04 displacement 5.151460e-01 1.463978e-03 6.710083e-07 12 Nonlinear solution status: time= 1.23 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.094705 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 8.434887e-05 0.000000e+00 energy 3.719973e-02 5.987686e-06 3.719973e-04 displacement 5.151460e-01 2.660751e-04 6.529430e-07 13 Nonlinear solution status: time= 1.23 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.440292 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 1.365128e-05 0.000000e+00 energy 3.719973e-02 2.959545e-06 3.719973e-04 displacement 5.151460e-01 7.528148e-04 6.327636e-07 14 Nonlinear solution status: time= 1.23 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.301026 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 7.019159e-06 0.000000e+00 energy 3.719973e-02 8.644828e-06 3.719973e-04 displacement 5.151460e-01 6.716456e-04 6.393888e-07 15 Nonlinear solution status: time= 1.23 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.654419e-06 0.000000e+00 energy 3.719973e-02 3.844752e-06 3.719973e-04 displacement 5.151460e-01 2.651809e-04 6.417433e-07 16 Nonlinear solution status: time= 1.23 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 8.785464e-07 0.000000e+00 energy 3.719973e-02 8.434665e-07 3.719973e-04 displacement 5.151460e-01 9.423439e-05 6.408395e-07 17 Nonlinear solution status: time= 1.23 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.573821 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 6.048306e-07 0.000000e+00 energy 3.719973e-02 1.631224e-07 3.719973e-04 displacement 5.151460e-01 2.766507e-05 6.379531e-07 18 Nonlinear solution status: time= 1.23 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.579518 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.513603e-07 0.000000e+00 energy 3.719973e-02 5.628333e-08 3.719973e-04 displacement 5.151460e-01 1.323544e-05 6.350497e-07 19 Nonlinear solution status: time= 1.23 stiffness updates = 8 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 8.069778e-08 0.000000e+00 energy 3.719973e-02 1.811265e-07 3.719973e-04 displacement 5.151460e-01 1.500759e-05 6.344990e-07 20 Nonlinear solution status: time= 1.23 stiffness updates = 9 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 3.548995e-08 0.000000e+00 energy 3.719973e-02 1.040650e-07 3.719973e-04 displacement 5.151460e-01 4.105658e-06 6.354429e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094784 21 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 35 stiffness matrix reformations = 3 step from line search = 0.462527 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 1.710322e-08 0.000000e+00 energy 3.719973e-02 1.679782e-08 3.719973e-04 displacement 5.151460e-01 9.054017e-07 6.348035e-07 22 Nonlinear solution status: time= 1.23 stiffness updates = 1 right hand side evaluations = 37 stiffness matrix reformations = 3 step from line search = 0.627049 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.875735e-09 0.000000e+00 energy 3.719973e-02 1.536372e-08 3.719973e-04 displacement 5.151460e-01 7.324745e-07 6.347020e-07 23 Nonlinear solution status: time= 1.23 stiffness updates = 2 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.292828e-02 2.265867e-12 0.000000e+00 energy 3.719973e-02 2.655437e-11 3.719973e-04 displacement 5.151460e-01 6.737764e-08 6.347963e-07 ------- converged at time : 1.23 ]0;(step 2/2: 23%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094784 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 4.433893e-02 9.111988e-05 0.000000e+00 energy 5.172064e-02 5.526371e-04 5.172064e-04 displacement 9.013853e-01 9.013853e-01 9.013853e-07 2 Nonlinear solution status: time= 1.24 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.612599 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 8.425142e-05 0.000000e+00 energy 5.172064e-02 3.574192e-04 5.172064e-04 displacement 9.013853e-01 4.152663e-02 1.135992e-06 3 Nonlinear solution status: time= 1.24 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 1.404040e-05 0.000000e+00 energy 5.172064e-02 8.432877e-05 5.172064e-04 displacement 9.013853e-01 6.512575e-03 1.026036e-06 4 Nonlinear solution status: time= 1.24 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.390757 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 5.104251e-06 0.000000e+00 energy 5.172064e-02 3.609022e-05 5.172064e-04 displacement 9.013853e-01 3.333025e-03 9.605373e-07 5 Nonlinear solution status: time= 1.24 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.311958 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 1.283288e-06 0.000000e+00 energy 5.172064e-02 7.299781e-06 5.172064e-04 displacement 9.013853e-01 7.231136e-04 9.425693e-07 6 Nonlinear solution status: time= 1.24 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.581889 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 7.644592e-08 0.000000e+00 energy 5.172064e-02 1.739877e-07 5.172064e-04 displacement 9.013853e-01 4.725741e-05 9.434920e-07 7 Nonlinear solution status: time= 1.24 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.544642 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 1.976234e-08 0.000000e+00 energy 5.172064e-02 1.680203e-08 5.172064e-04 displacement 9.013853e-01 1.786530e-06 9.450949e-07 8 Nonlinear solution status: time= 1.24 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 3.900973e-09 0.000000e+00 energy 5.172064e-02 1.672592e-08 5.172064e-04 displacement 9.013853e-01 1.755333e-06 9.454141e-07 9 Nonlinear solution status: time= 1.24 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.433893e-02 1.702714e-10 0.000000e+00 energy 5.172064e-02 7.717753e-10 5.172064e-04 displacement 9.013853e-01 2.608343e-07 9.453368e-07 ------- converged at time : 1.24 ]0;(step 2/2: 24%) 008LA_Quad_run8.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 16 : 1.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094802 1 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 2.763249e-03 0.000000e+00 energy 5.981312e-02 2.036522e-03 5.981312e-04 displacement 9.909154e-01 9.909154e-01 9.909154e-07 2 Nonlinear solution status: time= 1.25 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.261436 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 1.719589e-02 0.000000e+00 energy 5.981312e-02 1.692109e-02 5.981312e-04 displacement 9.909154e-01 4.383198e+00 8.153541e-06 3 Nonlinear solution status: time= 1.25 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 1.343159e-02 0.000000e+00 energy 5.981312e-02 9.471843e-04 5.981312e-04 displacement 9.909154e-01 2.550105e-01 7.163914e-06 4 Nonlinear solution status: time= 1.25 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 1.091636e-02 0.000000e+00 energy 5.981312e-02 1.131993e-04 5.981312e-04 displacement 9.909154e-01 1.358595e+00 2.758367e-06 5 Nonlinear solution status: time= 1.25 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.539726 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 3.295336e-03 0.000000e+00 energy 5.981312e-02 2.872003e-04 5.981312e-04 displacement 9.909154e-01 2.216148e-01 1.568210e-06 6 Nonlinear solution status: time= 1.25 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.595303 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 3.846713e-04 0.000000e+00 energy 5.981312e-02 4.305974e-04 5.981312e-04 displacement 9.909154e-01 1.294078e-01 1.324259e-06 7 Nonlinear solution status: time= 1.25 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 4.293906e-05 0.000000e+00 energy 5.981312e-02 1.009575e-04 5.981312e-04 displacement 9.909154e-01 1.022587e-02 1.250863e-06 8 Nonlinear solution status: time= 1.25 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.334662 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 1.899541e-05 0.000000e+00 energy 5.981312e-02 1.453084e-05 5.981312e-04 displacement 9.909154e-01 2.352614e-03 1.179385e-06 9 Nonlinear solution status: time= 1.25 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.283820 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 7.902513e-06 0.000000e+00 energy 5.981312e-02 2.392623e-05 5.981312e-04 displacement 9.909154e-01 1.078002e-03 1.168147e-06 10 Nonlinear solution status: time= 1.25 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 9.800508e-06 0.000000e+00 energy 5.981312e-02 2.982490e-05 5.981312e-04 displacement 9.909154e-01 1.496092e-03 1.194028e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094802 11 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.113217 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 7.287217e-06 0.000000e+00 energy 5.981312e-02 6.347154e-06 5.981312e-04 displacement 9.909154e-01 3.593537e-04 1.168748e-06 12 Nonlinear solution status: time= 1.25 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.376478 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 3.226681e-06 0.000000e+00 energy 5.981312e-02 6.529778e-06 5.981312e-04 displacement 9.909154e-01 3.652389e-04 1.158217e-06 13 Nonlinear solution status: time= 1.25 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 1.033646e-06 0.000000e+00 energy 5.981312e-02 5.753326e-06 5.981312e-04 displacement 9.909154e-01 4.650040e-04 1.185976e-06 14 Nonlinear solution status: time= 1.25 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 9.834266e-09 0.000000e+00 energy 5.981312e-02 2.247812e-07 5.981312e-04 displacement 9.909154e-01 4.935736e-05 1.177223e-06 15 Nonlinear solution status: time= 1.25 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 2.344540e-09 0.000000e+00 energy 5.981312e-02 3.604212e-09 5.981312e-04 displacement 9.909154e-01 1.233675e-06 1.176083e-06 16 Nonlinear solution status: time= 1.25 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.227006e-02 1.396308e-09 0.000000e+00 energy 5.981312e-02 3.125261e-09 5.981312e-04 displacement 9.909154e-01 8.693976e-08 1.175980e-06 ------- converged at time : 1.25 ]0;(step 2/2: 25%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 17 : 1.26 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094892 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 5.772644e-02 1.582654e-03 0.000000e+00 energy 6.673588e-02 1.435083e-03 6.673588e-04 displacement 1.212919e+00 1.212919e+00 1.212919e-06 2 Nonlinear solution status: time= 1.26 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.376947 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 1.700211e-02 0.000000e+00 energy 6.673588e-02 1.821511e-02 6.673588e-04 displacement 1.212919e+00 3.657820e+00 7.426357e-06 3 Nonlinear solution status: time= 1.26 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 7.203573e-03 0.000000e+00 energy 6.673588e-02 8.812461e-04 6.673588e-04 displacement 1.212919e+00 2.832865e-01 5.772941e-06 4 Nonlinear solution status: time= 1.26 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.431461 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 4.180508e-03 0.000000e+00 energy 6.673588e-02 1.816217e-03 6.673588e-04 displacement 1.212919e+00 4.583331e-01 3.184239e-06 5 Nonlinear solution status: time= 1.26 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.276435 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 2.096651e-03 0.000000e+00 energy 6.673588e-02 4.576183e-04 6.673588e-04 displacement 1.212919e+00 1.398621e-01 2.112447e-06 6 Nonlinear solution status: time= 1.26 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 2.749722e-04 0.000000e+00 energy 6.673588e-02 2.001073e-04 6.673588e-04 displacement 1.212919e+00 2.189873e-01 1.310878e-06 7 Nonlinear solution status: time= 1.26 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 1.427517e-04 0.000000e+00 energy 6.673588e-02 4.925288e-05 6.673588e-04 displacement 1.212919e+00 7.941077e-03 1.316906e-06 8 Nonlinear solution status: time= 1.26 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.457544 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 5.953615e-05 0.000000e+00 energy 6.673588e-02 3.839558e-05 6.673588e-04 displacement 1.212919e+00 2.955666e-03 1.363412e-06 9 Nonlinear solution status: time= 1.26 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 6.165506e-06 0.000000e+00 energy 6.673588e-02 1.287629e-05 6.673588e-04 displacement 1.212919e+00 1.870486e-03 1.397203e-06 10 Nonlinear solution status: time= 1.26 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.312629 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 5.705076e-06 0.000000e+00 energy 6.673588e-02 2.707171e-06 6.673588e-04 displacement 1.212919e+00 4.542743e-04 1.368472e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31094946 11 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.286876 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 4.338969e-06 0.000000e+00 energy 6.673588e-02 3.840420e-06 6.673588e-04 displacement 1.212919e+00 2.666054e-04 1.351596e-06 12 Nonlinear solution status: time= 1.26 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.416897 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 9.931921e-07 0.000000e+00 energy 6.673588e-02 2.415902e-06 6.673588e-04 displacement 1.212919e+00 2.171970e-04 1.344659e-06 13 Nonlinear solution status: time= 1.26 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 7.264099e-07 0.000000e+00 energy 6.673588e-02 2.671375e-06 6.673588e-04 displacement 1.212919e+00 1.107910e-04 1.355724e-06 14 Nonlinear solution status: time= 1.26 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 7.041002e-08 0.000000e+00 energy 6.673588e-02 3.037950e-07 6.673588e-04 displacement 1.212919e+00 2.031980e-05 1.350863e-06 15 Nonlinear solution status: time= 1.26 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.585611 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 7.293118e-09 0.000000e+00 energy 6.673588e-02 4.528021e-08 6.673588e-04 displacement 1.212919e+00 3.226324e-06 1.349447e-06 16 Nonlinear solution status: time= 1.26 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772644e-02 4.715711e-11 0.000000e+00 energy 6.673588e-02 2.412548e-10 6.673588e-04 displacement 1.212919e+00 1.712802e-07 1.349791e-06 ------- converged at time : 1.26 ]0;(step 2/2: 26%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095000 1 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 4.837636e-05 0.000000e+00 energy 7.633234e-02 3.405458e-04 7.633234e-04 displacement 1.426956e+00 1.426956e+00 1.426956e-06 2 Nonlinear solution status: time= 1.27 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616925 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 2.509745e-05 0.000000e+00 energy 7.633234e-02 8.621113e-05 7.633234e-04 displacement 1.426956e+00 5.391115e-03 1.512541e-06 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 6.734429e-02 3.563446e-06 0.000000e+00 energy 7.633234e-02 2.069498e-05 7.633234e-04 displacement 1.426956e+00 7.425149e-04 1.491729e-06 4 Nonlinear solution status: time= 1.27 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.418801 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 1.585498e-06 0.000000e+00 energy 7.633234e-02 4.117248e-06 7.633234e-04 displacement 1.426956e+00 4.980395e-04 1.459797e-06 5 Nonlinear solution status: time= 1.27 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.286329 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 7.317733e-07 0.000000e+00 energy 7.633234e-02 2.936833e-06 7.633234e-04 displacement 1.426956e+00 1.447576e-04 1.453684e-06 6 Nonlinear solution status: time= 1.27 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 2.857494e-07 0.000000e+00 energy 7.633234e-02 1.094659e-06 7.633234e-04 displacement 1.426956e+00 3.189105e-05 1.460255e-06 7 Nonlinear solution status: time= 1.27 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 1.445527e-07 0.000000e+00 energy 7.633234e-02 6.145024e-07 7.633234e-04 displacement 1.426956e+00 2.277035e-05 1.458706e-06 8 Nonlinear solution status: time= 1.27 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 8.425433e-08 0.000000e+00 energy 7.633234e-02 3.607923e-07 7.633234e-04 displacement 1.426956e+00 1.347724e-05 1.457056e-06 9 Nonlinear solution status: time= 1.27 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 7.952522e-09 0.000000e+00 energy 7.633234e-02 4.381593e-08 7.633234e-04 displacement 1.426956e+00 3.017874e-06 1.458154e-06 10 Nonlinear solution status: time= 1.27 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.734429e-02 3.749848e-09 0.000000e+00 energy 7.633234e-02 1.688682e-08 7.633234e-04 displacement 1.426956e+00 7.675518e-07 1.458200e-06 ------- converged at time : 1.27 ]0;(step 2/2: 27%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095054 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 8.370696e-02 3.291781e-04 0.000000e+00 energy 9.046383e-02 2.093050e-04 9.046383e-04 displacement 1.518565e+00 1.518565e+00 1.518565e-06 2 Nonlinear solution status: time= 1.28 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.525881 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 2.918800e-03 0.000000e+00 energy 9.046383e-02 4.677870e-03 9.046383e-04 displacement 1.518565e+00 9.663523e-01 3.552100e-06 3 Nonlinear solution status: time= 1.28 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 2.152935e-04 0.000000e+00 energy 9.046383e-02 8.071223e-04 9.046383e-04 displacement 1.518565e+00 1.042198e-01 2.627571e-06 4 Nonlinear solution status: time= 1.28 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 3.526755e-04 0.000000e+00 energy 9.046383e-02 1.162109e-04 9.046383e-04 displacement 1.518565e+00 4.127207e-01 1.456554e-06 5 Nonlinear solution status: time= 1.28 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.581618 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 7.689986e-05 0.000000e+00 energy 9.046383e-02 4.428879e-06 9.046383e-04 displacement 1.518565e+00 2.038915e-03 1.487300e-06 6 Nonlinear solution status: time= 1.28 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.539146 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 8.863891e-05 0.000000e+00 energy 9.046383e-02 1.689562e-04 9.046383e-04 displacement 1.518565e+00 2.835578e-02 1.763263e-06 7 Nonlinear solution status: time= 1.28 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 2.867361e-06 0.000000e+00 energy 9.046383e-02 1.894227e-05 9.046383e-04 displacement 1.518565e+00 4.749069e-03 1.637389e-06 8 Nonlinear solution status: time= 1.28 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 9.130658e-06 0.000000e+00 energy 9.046383e-02 1.038409e-05 9.046383e-04 displacement 1.518565e+00 1.812140e-03 1.570864e-06 9 Nonlinear solution status: time= 1.28 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 1.157324e-06 0.000000e+00 energy 9.046383e-02 6.708833e-08 9.046383e-04 displacement 1.518565e+00 1.147523e-04 1.586778e-06 10 Nonlinear solution status: time= 1.28 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.529062 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 3.272329e-07 0.000000e+00 energy 9.046383e-02 3.124764e-07 9.046383e-04 displacement 1.518565e+00 9.481728e-06 1.585805e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095108 11 Nonlinear solution status: time= 1.28 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 4.575487e-10 0.000000e+00 energy 9.046383e-02 3.553701e-10 9.046383e-04 displacement 1.518565e+00 2.428097e-05 1.592510e-06 12 Nonlinear solution status: time= 1.28 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.370696e-02 2.046671e-12 0.000000e+00 energy 9.046383e-02 1.533780e-11 9.046383e-04 displacement 1.518565e+00 1.334254e-08 1.592434e-06 ------- converged at time : 1.28 ]0;(step 2/2: 28%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095108 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 8.641492e-02 9.160836e-05 0.000000e+00 energy 9.426980e-02 9.279281e-04 9.426980e-04 displacement 1.727680e+00 1.727680e+00 1.727680e-06 2 Nonlinear solution status: time= 1.29 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.531563 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 3.050691e-04 0.000000e+00 energy 9.426980e-02 7.121762e-04 9.426980e-04 displacement 1.727680e+00 7.184401e-02 2.070970e-06 3 Nonlinear solution status: time= 1.29 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 2.322148e-05 0.000000e+00 energy 9.426980e-02 7.016644e-05 9.426980e-04 displacement 1.727680e+00 1.612695e-02 2.071570e-06 4 Nonlinear solution status: time= 1.29 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.501570 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 6.780941e-05 0.000000e+00 energy 9.426980e-02 7.402877e-05 9.426980e-04 displacement 1.727680e+00 1.220455e-02 1.885321e-06 5 Nonlinear solution status: time= 1.29 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.371340 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 2.617659e-05 0.000000e+00 energy 9.426980e-02 2.260383e-05 9.426980e-04 displacement 1.727680e+00 1.794523e-03 1.833961e-06 6 Nonlinear solution status: time= 1.29 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.309219 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 1.205899e-05 0.000000e+00 energy 9.426980e-02 3.123409e-06 9.426980e-04 displacement 1.727680e+00 5.854125e-04 1.804522e-06 7 Nonlinear solution status: time= 1.29 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.414921 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 4.881079e-06 0.000000e+00 energy 9.426980e-02 2.919346e-06 9.426980e-04 displacement 1.727680e+00 1.685981e-04 1.803296e-06 8 Nonlinear solution status: time= 1.29 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 9.298805e-07 0.000000e+00 energy 9.426980e-02 6.238894e-07 9.426980e-04 displacement 1.727680e+00 1.779696e-04 1.798441e-06 9 Nonlinear solution status: time= 1.29 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 2.912501e-07 0.000000e+00 energy 9.426980e-02 4.824174e-07 9.426980e-04 displacement 1.727680e+00 7.307089e-05 1.786097e-06 10 Nonlinear solution status: time= 1.29 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 9.458937e-08 0.000000e+00 energy 9.426980e-02 2.707878e-07 9.426980e-04 displacement 1.727680e+00 5.430552e-06 1.786035e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095108 11 Nonlinear solution status: time= 1.29 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 5.067255e-10 0.000000e+00 energy 9.426980e-02 3.282948e-09 9.426980e-04 displacement 1.727680e+00 3.729847e-06 1.783615e-06 12 Nonlinear solution status: time= 1.29 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641492e-02 1.706156e-11 0.000000e+00 energy 9.426980e-02 7.995123e-11 9.426980e-04 displacement 1.727680e+00 2.410962e-08 1.783522e-06 ------- converged at time : 1.29 ]0;(step 2/2: 29%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095108 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 1.114515e-01 5.820772e-04 0.000000e+00 energy 1.096992e-01 1.549285e-03 1.096992e-03 displacement 1.863676e+00 1.863676e+00 1.863676e-06 2 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.324554 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 7.466101e-03 0.000000e+00 energy 1.096992e-01 6.209099e-03 1.096992e-03 displacement 1.863676e+00 8.973239e-01 4.081698e-06 3 Nonlinear solution status: time= 1.3 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.682470e-03 0.000000e+00 energy 1.096992e-01 1.119063e-04 1.096992e-03 displacement 1.863676e+00 6.268112e-02 3.718226e-06 4 Nonlinear solution status: time= 1.3 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 9.907977e-04 0.000000e+00 energy 1.096992e-01 1.728648e-04 1.096992e-03 displacement 1.863676e+00 3.439555e-01 2.221137e-06 5 Nonlinear solution status: time= 1.3 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 2.354964e-04 0.000000e+00 energy 1.096992e-01 1.518464e-04 1.096992e-03 displacement 1.863676e+00 8.309882e-02 2.146450e-06 6 Nonlinear solution status: time= 1.3 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.025814e-04 0.000000e+00 energy 1.096992e-01 3.072518e-05 1.096992e-03 displacement 1.863676e+00 1.248702e-02 2.023577e-06 7 Nonlinear solution status: time= 1.3 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.299523 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.432377e-04 0.000000e+00 energy 1.096992e-01 7.149719e-05 1.096992e-03 displacement 1.863676e+00 1.005149e-02 2.082054e-06 8 Nonlinear solution status: time= 1.3 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 7.361861e-06 0.000000e+00 energy 1.096992e-01 1.320182e-05 1.096992e-03 displacement 1.863676e+00 1.296732e-03 2.039118e-06 9 Nonlinear solution status: time= 1.3 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.422360e-05 0.000000e+00 energy 1.096992e-01 1.249421e-05 1.096992e-03 displacement 1.863676e+00 1.135224e-03 1.986038e-06 10 Nonlinear solution status: time= 1.3 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.505370 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.340970e-05 0.000000e+00 energy 1.096992e-01 3.823980e-06 1.096992e-03 displacement 1.863676e+00 2.365564e-04 1.975015e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095216 11 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 2.311528e-06 0.000000e+00 energy 1.096992e-01 7.388017e-06 1.096992e-03 displacement 1.863676e+00 4.417994e-04 1.986532e-06 12 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.196407e-06 0.000000e+00 energy 1.096992e-01 3.109515e-06 1.096992e-03 displacement 1.863676e+00 1.427474e-04 1.997427e-06 13 Nonlinear solution status: time= 1.3 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 1.053847e-07 0.000000e+00 energy 1.096992e-01 3.109028e-07 1.096992e-03 displacement 1.863676e+00 2.419775e-05 1.990870e-06 14 Nonlinear solution status: time= 1.3 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.632236 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 8.042325e-09 0.000000e+00 energy 1.096992e-01 3.533850e-08 1.096992e-03 displacement 1.863676e+00 2.817199e-06 1.990355e-06 15 Nonlinear solution status: time= 1.3 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.114515e-01 2.031388e-12 0.000000e+00 energy 1.096992e-01 8.420389e-11 1.096992e-03 displacement 1.863676e+00 1.365442e-07 1.990875e-06 ------- converged at time : 1.3 ]0;(step 2/2: 30%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095216 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 1.534765e-01 4.767359e-04 0.000000e+00 energy 1.333112e-01 2.455507e-03 1.333112e-03 displacement 2.088478e+00 2.088478e+00 2.088478e-06 2 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.541944 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 2.404719e-03 0.000000e+00 energy 1.333112e-01 4.517287e-03 1.333112e-03 displacement 2.088478e+00 6.991151e-01 4.068745e-06 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 1.534765e-01 2.322282e-04 0.000000e+00 energy 1.333112e-01 7.696815e-04 1.333112e-03 displacement 2.088478e+00 8.860754e-02 3.198131e-06 4 Nonlinear solution status: time= 1.31 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.627060 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 1.088343e-04 0.000000e+00 energy 1.333112e-01 2.991195e-04 1.333112e-03 displacement 2.088478e+00 1.142020e-01 2.428233e-06 5 Nonlinear solution status: time= 1.31 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.312223 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 4.792576e-05 0.000000e+00 energy 1.333112e-01 7.665142e-05 1.333112e-03 displacement 2.088478e+00 7.398954e-03 2.324459e-06 6 Nonlinear solution status: time= 1.31 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.206358 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 2.446025e-05 0.000000e+00 energy 1.333112e-01 2.003976e-05 1.333112e-03 displacement 2.088478e+00 2.536941e-03 2.242443e-06 7 Nonlinear solution status: time= 1.31 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.218430 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 1.324254e-05 0.000000e+00 energy 1.333112e-01 1.135524e-05 1.333112e-03 displacement 2.088478e+00 5.614858e-04 2.228655e-06 8 Nonlinear solution status: time= 1.31 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.153118 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 9.348877e-06 0.000000e+00 energy 1.333112e-01 1.320051e-06 1.333112e-03 displacement 2.088478e+00 1.221449e-04 2.223112e-06 9 Nonlinear solution status: time= 1.31 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.162727 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 4.883069e-06 0.000000e+00 energy 1.333112e-01 8.765563e-08 1.333112e-03 displacement 2.088478e+00 4.859829e-05 2.221177e-06 10 Nonlinear solution status: time= 1.31 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.586045 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 1.388194e-06 0.000000e+00 energy 1.333112e-01 3.642331e-06 1.333112e-03 displacement 2.088478e+00 3.328304e-04 2.234100e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095270 11 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.123441 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 8.312787e-07 0.000000e+00 energy 1.333112e-01 8.492054e-07 1.333112e-03 displacement 2.088478e+00 4.928336e-05 2.227312e-06 12 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.115215 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 4.719035e-07 0.000000e+00 energy 1.333112e-01 1.911556e-07 1.333112e-03 displacement 2.088478e+00 6.740108e-06 2.223729e-06 13 Nonlinear solution status: time= 1.31 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.300821 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 2.191357e-07 0.000000e+00 energy 1.333112e-01 1.693366e-07 1.333112e-03 displacement 2.088478e+00 6.837835e-06 2.222585e-06 14 Nonlinear solution status: time= 1.31 stiffness updates = 3 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.608138 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 2.421316e-08 0.000000e+00 energy 1.333112e-01 9.159094e-08 1.333112e-03 displacement 2.088478e+00 7.613935e-06 2.224755e-06 15 Nonlinear solution status: time= 1.31 stiffness updates = 4 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 2.104888e-09 0.000000e+00 energy 1.333112e-01 3.983383e-09 1.333112e-03 displacement 2.088478e+00 4.781161e-06 2.221007e-06 16 Nonlinear solution status: time= 1.31 stiffness updates = 5 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.534765e-01 2.215283e-10 0.000000e+00 energy 1.333112e-01 4.084072e-10 1.333112e-03 displacement 2.088478e+00 6.202070e-08 2.220927e-06 ------- converged at time : 1.31 ]0;(step 2/2: 31%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095324 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 2.139674e-01 3.437451e-04 0.000000e+00 energy 1.682153e-01 9.593664e-04 1.682153e-03 displacement 2.435331e+00 2.435331e+00 2.435331e-06 2 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.583268 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 1.126369e-03 0.000000e+00 energy 1.682153e-01 2.750983e-03 1.682153e-03 displacement 2.435331e+00 4.519621e-01 3.856860e-06 3 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 1.026635e-04 0.000000e+00 energy 1.682153e-01 4.625736e-04 1.682153e-03 displacement 2.435331e+00 5.602584e-02 3.282429e-06 4 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 2.754184e-04 0.000000e+00 energy 1.682153e-01 7.928333e-04 1.682153e-03 displacement 2.435331e+00 2.017286e-01 2.413723e-06 5 Nonlinear solution status: time= 1.32 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.152278 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 2.017310e-04 0.000000e+00 energy 1.682153e-01 6.567148e-05 1.682153e-03 displacement 2.435331e+00 3.342748e-03 2.391328e-06 6 Nonlinear solution status: time= 1.32 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 6.039155e-05 0.000000e+00 energy 1.682153e-01 4.517025e-04 1.682153e-03 displacement 2.435331e+00 1.070847e-01 3.026760e-06 7 Nonlinear solution status: time= 1.32 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 1.491577e-05 0.000000e+00 energy 1.682153e-01 1.219538e-04 1.682153e-03 displacement 2.435331e+00 1.929058e-02 2.732794e-06 8 Nonlinear solution status: time= 1.32 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.266266 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 6.743621e-06 0.000000e+00 energy 1.682153e-01 3.455604e-05 1.682153e-03 displacement 2.435331e+00 3.073012e-03 2.633642e-06 9 Nonlinear solution status: time= 1.32 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.292917 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 3.394201e-06 0.000000e+00 energy 1.682153e-01 3.426283e-06 1.682153e-03 displacement 2.435331e+00 1.355678e-03 2.571652e-06 10 Nonlinear solution status: time= 1.32 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.582432 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 7.603190e-07 0.000000e+00 energy 1.682153e-01 9.748946e-07 1.682153e-03 displacement 2.435331e+00 8.124921e-04 2.531369e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095378 11 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.210970 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 4.523237e-07 0.000000e+00 energy 1.682153e-01 2.602270e-08 1.682153e-03 displacement 2.435331e+00 3.166496e-05 2.524622e-06 12 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 1.930421e-07 0.000000e+00 energy 1.682153e-01 8.047780e-07 1.682153e-03 displacement 2.435331e+00 1.071771e-04 2.507249e-06 13 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 2.586784e-08 0.000000e+00 energy 1.682153e-01 1.211813e-07 1.682153e-03 displacement 2.435331e+00 1.645453e-05 2.512497e-06 14 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139674e-01 6.324184e-09 0.000000e+00 energy 1.682153e-01 1.557867e-08 1.682153e-03 displacement 2.435331e+00 1.884487e-06 2.512811e-06 ------- converged at time : 1.32 ]0;(step 2/2: 32%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095378 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 2.210027e-01 1.302287e-03 0.000000e+00 energy 1.755288e-01 5.681408e-03 1.755288e-03 displacement 2.588525e+00 2.588525e+00 2.588525e-06 2 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.366967 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 1.482552e-02 0.000000e+00 energy 1.755288e-01 1.505642e-02 1.755288e-03 displacement 2.588525e+00 2.017035e+00 7.463006e-06 3 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 2.827071e-03 0.000000e+00 energy 1.755288e-01 1.095273e-03 1.755288e-03 displacement 2.588525e+00 2.176904e-01 6.146513e-06 4 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 4.505052e-03 0.000000e+00 energy 1.755288e-01 1.174047e-03 1.755288e-03 displacement 2.588525e+00 8.553682e-01 2.911076e-06 5 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 4.053237e-04 0.000000e+00 energy 1.755288e-01 1.501420e-04 1.755288e-03 displacement 2.588525e+00 6.317988e-02 2.820803e-06 6 Nonlinear solution status: time= 1.33 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.380702 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 1.792251e-04 0.000000e+00 energy 1.755288e-01 1.564125e-04 1.755288e-03 displacement 2.588525e+00 2.971212e-02 3.026388e-06 7 Nonlinear solution status: time= 1.33 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 2.031520e-04 0.000000e+00 energy 1.755288e-01 1.299761e-04 1.755288e-03 displacement 2.588525e+00 2.745766e-02 3.140824e-06 8 Nonlinear solution status: time= 1.33 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 4.571131e-05 0.000000e+00 energy 1.755288e-01 3.198186e-05 1.755288e-03 displacement 2.588525e+00 1.193346e-02 2.856443e-06 9 Nonlinear solution status: time= 1.33 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.374226 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 5.119773e-05 0.000000e+00 energy 1.755288e-01 5.728473e-05 1.755288e-03 displacement 2.588525e+00 2.017465e-03 2.846356e-06 10 Nonlinear solution status: time= 1.33 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 3.235534e-05 0.000000e+00 energy 1.755288e-01 5.037772e-05 1.755288e-03 displacement 2.588525e+00 6.417242e-03 2.991655e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095504 11 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.217934 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 1.776274e-05 0.000000e+00 energy 1.755288e-01 1.591375e-05 1.755288e-03 displacement 2.588525e+00 1.151160e-03 2.917654e-06 12 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.238110 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 1.116826e-05 0.000000e+00 energy 1.755288e-01 8.705482e-06 1.755288e-03 displacement 2.588525e+00 1.016799e-03 2.853255e-06 13 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.180666 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 5.009114e-06 0.000000e+00 energy 1.755288e-01 1.069981e-06 1.755288e-03 displacement 2.588525e+00 1.339790e-04 2.846413e-06 14 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.587928 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 2.695697e-06 0.000000e+00 energy 1.755288e-01 7.075198e-06 1.755288e-03 displacement 2.588525e+00 7.019233e-04 2.896214e-06 15 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.514964 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 3.826736e-06 0.000000e+00 energy 1.755288e-01 4.244643e-06 1.755288e-03 displacement 2.588525e+00 2.512919e-04 2.922344e-06 16 Nonlinear solution status: time= 1.33 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.633300 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 1.386209e-06 0.000000e+00 energy 1.755288e-01 8.120043e-07 1.755288e-03 displacement 2.588525e+00 1.470657e-04 2.902079e-06 17 Nonlinear solution status: time= 1.33 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.547146 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 2.859810e-07 0.000000e+00 energy 1.755288e-01 8.623894e-07 1.755288e-03 displacement 2.588525e+00 1.105834e-04 2.879434e-06 18 Nonlinear solution status: time= 1.33 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.561996 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 1.816708e-07 0.000000e+00 energy 1.755288e-01 1.393411e-07 1.755288e-03 displacement 2.588525e+00 9.877655e-06 2.884703e-06 19 Nonlinear solution status: time= 1.33 stiffness updates = 8 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.522439 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 2.775953e-08 0.000000e+00 energy 1.755288e-01 9.297797e-08 1.755288e-03 displacement 2.588525e+00 4.660041e-06 2.888381e-06 20 Nonlinear solution status: time= 1.33 stiffness updates = 9 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.210027e-01 4.721941e-09 0.000000e+00 energy 1.755288e-01 2.024816e-08 1.755288e-03 displacement 2.588525e+00 9.527388e-07 2.888127e-06 ------- converged at time : 1.33 ]0;(step 2/2: 33%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095612 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 2.689369e-01 2.627780e-03 0.000000e+00 energy 2.139213e-01 2.770801e-03 2.139213e-03 displacement 3.119410e+00 3.119410e+00 3.119410e-06 2 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.429815 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 2.665559e-02 0.000000e+00 energy 2.139213e-01 2.688989e-02 2.139213e-03 displacement 3.119410e+00 4.740260e+00 1.181690e-05 3 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 7.948246e-03 0.000000e+00 energy 2.139213e-01 2.375447e-03 2.139213e-03 displacement 3.119410e+00 4.623470e-01 8.878623e-06 4 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.612999 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 5.439994e-03 0.000000e+00 energy 2.139213e-01 3.515783e-04 2.139213e-03 displacement 3.119410e+00 1.002445e+00 4.589619e-06 5 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 9.253031e-04 0.000000e+00 energy 2.139213e-01 6.068368e-04 2.139213e-03 displacement 3.119410e+00 4.490596e-01 3.527670e-06 6 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.100798 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 6.285723e-04 0.000000e+00 energy 2.139213e-01 2.045589e-04 2.139213e-03 displacement 3.119410e+00 2.593303e-02 3.487498e-06 7 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 6.235864e-04 0.000000e+00 energy 2.139213e-01 6.813271e-04 2.139213e-03 displacement 3.119410e+00 9.661460e-02 4.187583e-06 8 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 6.761607e-05 0.000000e+00 energy 2.139213e-01 1.482898e-04 2.139213e-03 displacement 3.119410e+00 3.841034e-02 3.724113e-06 9 Nonlinear solution status: time= 1.34 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.384417 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 3.861260e-05 0.000000e+00 energy 2.139213e-01 4.674118e-05 2.139213e-03 displacement 3.119410e+00 5.723862e-03 3.569022e-06 10 Nonlinear solution status: time= 1.34 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.211901 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 2.542159e-05 0.000000e+00 energy 2.139213e-01 1.868320e-06 2.139213e-03 displacement 3.119410e+00 2.044235e-03 3.472882e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095648 11 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.320291 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 2.146396e-05 0.000000e+00 energy 2.139213e-01 2.187518e-05 2.139213e-03 displacement 3.119410e+00 1.122035e-03 3.406296e-06 12 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.319424 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 1.280225e-05 0.000000e+00 energy 2.139213e-01 4.182977e-06 2.139213e-03 displacement 3.119410e+00 4.121798e-04 3.390906e-06 13 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.258077 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 2.108545e-06 0.000000e+00 energy 2.139213e-01 4.905422e-06 2.139213e-03 displacement 3.119410e+00 2.994784e-04 3.377524e-06 14 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.321117 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 2.542684e-06 0.000000e+00 energy 2.139213e-01 4.579800e-06 2.139213e-03 displacement 3.119410e+00 1.697228e-04 3.400480e-06 15 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.596882 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 4.008420e-06 0.000000e+00 energy 2.139213e-01 6.083498e-06 2.139213e-03 displacement 3.119410e+00 6.168131e-04 3.452288e-06 16 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 3.110479e-07 0.000000e+00 energy 2.139213e-01 2.835842e-07 2.139213e-03 displacement 3.119410e+00 1.968782e-04 3.419871e-06 17 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 1.569709e-07 0.000000e+00 energy 2.139213e-01 4.708030e-08 2.139213e-03 displacement 3.119410e+00 8.959655e-05 3.399245e-06 18 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 3.003604e-08 0.000000e+00 energy 2.139213e-01 1.210404e-07 2.139213e-03 displacement 3.119410e+00 5.738738e-06 3.399828e-06 19 Nonlinear solution status: time= 1.34 stiffness updates = 8 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.442826 convergence norms : INITIAL CURRENT REQUIRED residual 2.689369e-01 2.018551e-08 0.000000e+00 energy 2.139213e-01 6.100325e-08 2.139213e-03 displacement 3.119410e+00 2.811501e-06 3.396997e-06 ------- converged at time : 1.34 ]0;(step 2/2: 34%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095666 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 2.749659e-01 6.769471e-04 0.000000e+00 energy 2.274386e-01 3.198262e-03 2.274386e-03 displacement 3.542885e+00 3.542885e+00 3.542885e-06 2 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.526506 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 4.709225e-03 0.000000e+00 energy 2.274386e-01 8.584864e-03 2.274386e-03 displacement 3.542885e+00 1.478855e+00 7.695176e-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 2.749659e-01 7.730912e-04 0.000000e+00 energy 2.274386e-01 1.836409e-04 2.274386e-03 displacement 3.542885e+00 1.912786e-01 6.936108e-06 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 2.749659e-01 2.270349e-03 0.000000e+00 energy 2.274386e-01 5.081022e-05 2.274386e-03 displacement 3.542885e+00 7.277099e-01 3.869782e-06 5 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.447338 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 9.843087e-04 0.000000e+00 energy 2.274386e-01 8.949122e-05 2.274386e-03 displacement 3.542885e+00 1.517976e-02 3.838327e-06 6 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.473356 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 3.835877e-04 0.000000e+00 energy 2.274386e-01 5.572543e-04 2.274386e-03 displacement 3.542885e+00 4.096002e-02 4.326482e-06 7 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.331633 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 1.262827e-03 0.000000e+00 energy 2.274386e-01 4.530494e-04 2.274386e-03 displacement 3.542885e+00 2.526795e-02 4.765282e-06 8 Nonlinear solution status: time= 1.35 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 4.443682e-05 0.000000e+00 energy 2.274386e-01 8.435113e-05 2.274386e-03 displacement 3.542885e+00 4.949092e-02 4.227459e-06 9 Nonlinear solution status: time= 1.35 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.588537 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 2.360551e-05 0.000000e+00 energy 2.274386e-01 2.103501e-06 2.274386e-03 displacement 3.542885e+00 7.508441e-03 3.958381e-06 10 Nonlinear solution status: time= 1.35 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.483634 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 2.568753e-05 0.000000e+00 energy 2.274386e-01 8.483237e-06 2.274386e-03 displacement 3.542885e+00 8.526169e-04 3.917542e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095720 11 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.220626 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 1.799967e-05 0.000000e+00 energy 2.274386e-01 2.204628e-05 2.274386e-03 displacement 3.542885e+00 9.557932e-04 3.873759e-06 12 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.574240 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 1.048141e-05 0.000000e+00 energy 2.274386e-01 1.137447e-05 2.274386e-03 displacement 3.542885e+00 6.399302e-04 3.913894e-06 13 Nonlinear solution status: time= 1.35 stiffness updates = 2 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.281081 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 7.761755e-06 0.000000e+00 energy 2.274386e-01 1.567616e-05 2.274386e-03 displacement 3.542885e+00 4.751694e-04 3.953462e-06 14 Nonlinear solution status: time= 1.35 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 2.213753e-08 0.000000e+00 energy 2.274386e-01 5.953597e-08 2.274386e-03 displacement 3.542885e+00 1.798603e-04 3.928862e-06 15 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 1.888247e-08 0.000000e+00 energy 2.274386e-01 7.621134e-08 2.274386e-03 displacement 3.542885e+00 1.352283e-05 3.936163e-06 16 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 1.069897e-09 0.000000e+00 energy 2.274386e-01 2.501102e-09 2.274386e-03 displacement 3.542885e+00 4.766496e-06 3.938275e-06 17 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.749659e-01 5.800769e-11 0.000000e+00 energy 2.274386e-01 1.093258e-10 2.274386e-03 displacement 3.542885e+00 1.701225e-07 3.938625e-06 ------- converged at time : 1.35 ]0;(step 2/2: 35%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095810 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 3.144631e-01 2.560904e-04 0.000000e+00 energy 2.530254e-01 1.787128e-03 2.530254e-03 displacement 3.966051e+00 3.966051e+00 3.966051e-06 2 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.595973 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 3.802337e-04 0.000000e+00 energy 2.530254e-01 1.597445e-03 2.530254e-03 displacement 3.966051e+00 1.735188e-01 4.833658e-06 3 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 3.282412e-05 0.000000e+00 energy 2.530254e-01 3.306586e-04 2.530254e-03 displacement 3.966051e+00 2.534601e-02 4.459690e-06 4 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.528522 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 2.428630e-05 0.000000e+00 energy 2.530254e-01 1.439211e-04 2.530254e-03 displacement 3.966051e+00 1.864031e-02 4.200332e-06 5 Nonlinear solution status: time= 1.36 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.310651 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 1.411735e-05 0.000000e+00 energy 2.530254e-01 4.151752e-05 2.530254e-03 displacement 3.966051e+00 1.841989e-03 4.148926e-06 6 Nonlinear solution status: time= 1.36 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.247704 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 2.367578e-06 0.000000e+00 energy 2.530254e-01 5.281795e-06 2.530254e-03 displacement 3.966051e+00 6.879928e-04 4.118284e-06 7 Nonlinear solution status: time= 1.36 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.302839 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 1.524708e-06 0.000000e+00 energy 2.530254e-01 1.664569e-06 2.530254e-03 displacement 3.966051e+00 1.469946e-04 4.122199e-06 8 Nonlinear solution status: time= 1.36 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.107989 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 1.355976e-06 0.000000e+00 energy 2.530254e-01 1.174936e-06 2.530254e-03 displacement 3.966051e+00 7.153706e-05 4.127016e-06 9 Nonlinear solution status: time= 1.36 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.524918 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 3.220662e-07 0.000000e+00 energy 2.530254e-01 9.593095e-07 2.530254e-03 displacement 3.966051e+00 1.281191e-04 4.148928e-06 10 Nonlinear solution status: time= 1.36 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 2.179795e-08 0.000000e+00 energy 2.530254e-01 8.861226e-08 2.530254e-03 displacement 3.966051e+00 2.106651e-05 4.144650e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095828 11 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.144631e-01 6.230530e-11 0.000000e+00 energy 2.530254e-01 3.394392e-10 2.530254e-03 displacement 3.966051e+00 6.353300e-07 4.145037e-06 ------- converged at time : 1.36 ]0;(step 2/2: 36%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095828 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 3.313200e-01 2.318500e-04 0.000000e+00 energy 2.653283e-01 1.577156e-03 2.653283e-03 displacement 4.111515e+00 4.111515e+00 4.111515e-06 2 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599322 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 3.848351e-04 0.000000e+00 energy 2.653283e-01 1.690273e-03 2.653283e-03 displacement 4.111515e+00 4.103516e-01 5.951857e-06 3 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 2.634097e-05 0.000000e+00 energy 2.653283e-01 3.710625e-04 2.653283e-03 displacement 4.111515e+00 5.814919e-02 5.144952e-06 4 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.459184 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 8.701788e-06 0.000000e+00 energy 2.653283e-01 1.449079e-04 2.653283e-03 displacement 4.111515e+00 3.267561e-02 4.694889e-06 5 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.346109 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 2.932913e-06 0.000000e+00 energy 2.653283e-01 4.015181e-05 2.653283e-03 displacement 4.111515e+00 5.375320e-03 4.535229e-06 6 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.278562 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 2.763385e-06 0.000000e+00 energy 2.653283e-01 7.312704e-06 2.653283e-03 displacement 4.111515e+00 1.589034e-03 4.444951e-06 7 Nonlinear solution status: time= 1.37 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.117768 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 9.708689e-07 0.000000e+00 energy 2.653283e-01 6.311255e-06 2.653283e-03 displacement 4.111515e+00 5.857943e-04 4.404307e-06 8 Nonlinear solution status: time= 1.37 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.137455 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 8.165940e-07 0.000000e+00 energy 2.653283e-01 8.870971e-07 2.653283e-03 displacement 4.111515e+00 7.615614e-05 4.390664e-06 9 Nonlinear solution status: time= 1.37 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.121545 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 6.193752e-07 0.000000e+00 energy 2.653283e-01 2.252307e-07 2.653283e-03 displacement 4.111515e+00 1.533472e-05 4.385777e-06 10 Nonlinear solution status: time= 1.37 stiffness updates = 9 right hand side evaluations = 21 stiffness matrix reformations = 1 step from line search = 0.613708 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 1.575262e-07 0.000000e+00 energy 2.653283e-01 2.344099e-07 2.653283e-03 displacement 4.111515e+00 2.014183e-05 4.388192e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095954 11 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 1.252874e-09 0.000000e+00 energy 2.653283e-01 5.050638e-09 2.653283e-03 displacement 4.111515e+00 6.285049e-06 4.391358e-06 12 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.313200e-01 1.111567e-11 0.000000e+00 energy 2.653283e-01 3.840595e-11 2.653283e-03 displacement 4.111515e+00 3.164068e-08 4.391536e-06 ------- converged at time : 1.37 ]0;(step 2/2: 37%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31095954 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 3.582954e-01 6.401864e-04 0.000000e+00 energy 2.850568e-01 3.908354e-03 2.850568e-03 displacement 4.819570e+00 4.819570e+00 4.819570e-06 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.498469 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 4.934242e-03 0.000000e+00 energy 2.850568e-01 8.119789e-03 2.850568e-03 displacement 4.819570e+00 1.374938e+00 8.387150e-06 3 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 6.191704e-04 0.000000e+00 energy 2.850568e-01 9.363052e-04 2.850568e-03 displacement 4.819570e+00 1.370538e-01 7.322095e-06 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.635314 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 7.283757e-04 0.000000e+00 energy 2.850568e-01 4.820662e-04 2.850568e-03 displacement 4.819570e+00 2.605601e-01 5.620260e-06 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.408608 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 2.662307e-04 0.000000e+00 energy 2.850568e-01 1.182617e-04 2.850568e-03 displacement 4.819570e+00 2.903408e-02 5.312073e-06 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.178878 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 9.880731e-05 0.000000e+00 energy 2.850568e-01 4.077079e-05 2.850568e-03 displacement 4.819570e+00 6.021162e-03 5.224507e-06 7 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.190313 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 4.182485e-05 0.000000e+00 energy 2.850568e-01 2.667992e-05 2.850568e-03 displacement 4.819570e+00 2.133625e-03 5.192297e-06 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.112706 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 2.182354e-05 0.000000e+00 energy 2.850568e-01 1.557222e-06 2.850568e-03 displacement 4.819570e+00 5.346921e-04 5.162531e-06 9 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 1.437714e-05 0.000000e+00 energy 2.850568e-01 1.154952e-05 2.850568e-03 displacement 4.819570e+00 1.521918e-03 5.190805e-06 10 Nonlinear solution status: time= 1.38 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.598863 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 1.515949e-05 0.000000e+00 energy 2.850568e-01 3.982476e-06 2.850568e-03 displacement 4.819570e+00 6.291257e-04 5.234420e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096170 11 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 2.268316e-08 0.000000e+00 energy 2.850568e-01 4.839314e-08 2.850568e-03 displacement 4.819570e+00 4.786404e-04 5.175399e-06 12 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 1.486957e-08 0.000000e+00 energy 2.850568e-01 1.648627e-07 2.850568e-03 displacement 4.819570e+00 1.919322e-05 5.176205e-06 13 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.582954e-01 3.658630e-09 0.000000e+00 energy 2.850568e-01 4.422606e-08 2.850568e-03 displacement 4.819570e+00 4.208244e-06 5.172921e-06 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096170 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 3.903643e-01 1.449186e-03 0.000000e+00 energy 3.201958e-01 4.524725e-03 3.201958e-03 displacement 5.386635e+00 5.386635e+00 5.386635e-06 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.511911 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 3.548032e-03 0.000000e+00 energy 3.201958e-01 8.058336e-03 3.201958e-03 displacement 5.386635e+00 7.811108e-01 8.097199e-06 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 4.816851e-04 0.000000e+00 energy 3.201958e-01 3.415462e-04 3.201958e-03 displacement 5.386635e+00 2.105582e-01 6.864021e-06 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 9.230915e-04 0.000000e+00 energy 3.201958e-01 4.054799e-05 3.201958e-03 displacement 5.386635e+00 3.610327e-01 5.756463e-06 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 2.105606e-04 0.000000e+00 energy 3.201958e-01 1.983936e-04 3.201958e-03 displacement 5.386635e+00 3.612906e-02 5.753471e-06 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.250339 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.334610e-04 0.000000e+00 energy 3.201958e-01 5.368360e-05 3.201958e-03 displacement 5.386635e+00 3.250144e-03 5.877040e-06 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.553717 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 4.846164e-04 0.000000e+00 energy 3.201958e-01 3.968684e-04 3.201958e-03 displacement 5.386635e+00 4.599067e-02 6.357507e-06 8 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 5.581832e-05 0.000000e+00 energy 3.201958e-01 5.365569e-05 3.201958e-03 displacement 5.386635e+00 1.639880e-02 5.962933e-06 9 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.372460 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 3.941067e-05 0.000000e+00 energy 3.201958e-01 3.984196e-05 3.201958e-03 displacement 5.386635e+00 4.326208e-03 5.747721e-06 10 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.299289 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 4.882730e-05 0.000000e+00 energy 3.201958e-01 9.117266e-06 3.201958e-03 displacement 5.386635e+00 2.263569e-03 5.640288e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096170 11 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.498190 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.434146e-05 0.000000e+00 energy 3.201958e-01 1.542676e-05 3.201958e-03 displacement 5.386635e+00 5.784245e-04 5.638151e-06 12 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.598892 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.804768e-06 0.000000e+00 energy 3.201958e-01 2.494638e-06 3.201958e-03 displacement 5.386635e+00 3.660368e-04 5.656600e-06 13 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.468584 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 9.249667e-07 0.000000e+00 energy 3.201958e-01 9.015117e-07 3.201958e-03 displacement 5.386635e+00 7.043415e-05 5.652733e-06 14 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.319844 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.527306e-06 0.000000e+00 energy 3.201958e-01 1.090995e-06 3.201958e-03 displacement 5.386635e+00 4.067554e-05 5.657299e-06 15 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.975885e-07 0.000000e+00 energy 3.201958e-01 4.841018e-07 3.201958e-03 displacement 5.386635e+00 3.172463e-05 5.650827e-06 16 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.115146e-07 0.000000e+00 energy 3.201958e-01 3.633146e-07 3.201958e-03 displacement 5.386635e+00 1.072226e-05 5.646644e-06 17 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.903643e-01 1.181732e-09 0.000000e+00 energy 3.201958e-01 3.064837e-09 3.201958e-03 displacement 5.386635e+00 1.657371e-06 5.649300e-06 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096170 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 4.409408e-01 8.697364e-04 0.000000e+00 energy 3.565970e-01 4.489531e-03 3.565970e-03 displacement 5.757931e+00 5.757931e+00 5.757931e-06 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594611 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 1.546047e-03 0.000000e+00 energy 3.565970e-01 4.017051e-03 3.565970e-03 displacement 5.757931e+00 4.962020e-01 7.981517e-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 4.409408e-01 1.137894e-04 0.000000e+00 energy 3.565970e-01 8.014546e-04 3.565970e-03 displacement 5.757931e+00 8.226466e-02 6.905350e-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 4.409408e-01 2.502597e-04 0.000000e+00 energy 3.565970e-01 8.146976e-04 3.565970e-03 displacement 5.757931e+00 1.762257e-01 5.859340e-06 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.260088 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 1.501812e-04 0.000000e+00 energy 3.565970e-01 8.835906e-05 3.565970e-03 displacement 5.757931e+00 2.774948e-03 5.930165e-06 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.578003 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 9.173263e-05 0.000000e+00 energy 3.565970e-01 5.259796e-04 3.565970e-03 displacement 5.757931e+00 5.617595e-02 6.584011e-06 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 3.025061e-05 0.000000e+00 energy 3.565970e-01 1.520390e-04 3.565970e-03 displacement 5.757931e+00 1.084643e-02 6.281758e-06 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.216144 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 1.862256e-05 0.000000e+00 energy 3.565970e-01 5.251079e-05 3.565970e-03 displacement 5.757931e+00 2.650346e-03 6.134385e-06 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.192624 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 4.012402e-06 0.000000e+00 energy 3.565970e-01 2.532523e-06 3.565970e-03 displacement 5.757931e+00 8.226647e-04 6.075953e-06 10 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 3.855573e-06 0.000000e+00 energy 3.565970e-01 1.601767e-05 3.565970e-03 displacement 5.757931e+00 1.231122e-03 6.020073e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096332 11 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 4.175431e-07 0.000000e+00 energy 3.565970e-01 1.102272e-06 3.565970e-03 displacement 5.757931e+00 2.378967e-04 6.012916e-06 12 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.604862 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 2.369195e-07 0.000000e+00 energy 3.565970e-01 1.190208e-06 3.565970e-03 displacement 5.757931e+00 8.447674e-05 6.020865e-06 13 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 4.266596e-08 0.000000e+00 energy 3.565970e-01 1.912759e-07 3.565970e-03 displacement 5.757931e+00 1.838205e-05 6.016566e-06 14 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 1.813982e-08 0.000000e+00 energy 3.565970e-01 6.301829e-08 3.565970e-03 displacement 5.757931e+00 1.169351e-05 6.012583e-06 15 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.406221 convergence norms : INITIAL CURRENT REQUIRED residual 4.409408e-01 7.056631e-09 0.000000e+00 energy 3.565970e-01 4.123139e-09 3.565970e-03 displacement 5.757931e+00 5.974532e-07 6.011616e-06 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096332 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 4.995736e-01 3.990759e-03 0.000000e+00 energy 3.964933e-01 1.082643e-02 3.964933e-03 displacement 6.092833e+00 6.092833e+00 6.092833e-06 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.323208 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 4.803876e-02 0.000000e+00 energy 3.964933e-01 3.288626e-02 3.964933e-03 displacement 6.092833e+00 4.949100e+00 1.742726e-05 3 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 3.596565e-02 0.000000e+00 energy 3.964933e-01 2.085468e-03 3.964933e-03 displacement 6.092833e+00 5.398718e-01 1.427955e-05 4 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 2.007544e-02 0.000000e+00 energy 3.964933e-01 1.428092e-02 3.964933e-03 displacement 6.092833e+00 2.058822e+00 6.964520e-06 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.088477e-02 0.000000e+00 energy 3.964933e-01 1.221177e-02 3.964933e-03 displacement 6.092833e+00 5.751095e-01 8.106813e-06 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.231669 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.216649e-02 0.000000e+00 energy 3.964933e-01 7.245821e-03 3.964933e-03 displacement 6.092833e+00 3.425403e-01 1.015302e-05 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.466484 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 2.902185e-02 0.000000e+00 energy 3.964933e-01 1.429100e-02 3.964933e-03 displacement 6.092833e+00 1.182931e+00 1.491353e-05 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 5.396175e-03 0.000000e+00 energy 3.964933e-01 1.222284e-03 3.964933e-03 displacement 6.092833e+00 1.094244e+00 1.045951e-05 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 5.590524e-03 0.000000e+00 energy 3.964933e-01 4.466951e-03 3.964933e-03 displacement 6.092833e+00 8.788747e-01 6.342360e-06 10 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.158883 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 5.467360e-03 0.000000e+00 energy 3.964933e-01 1.079661e-03 3.964933e-03 displacement 6.092833e+00 3.875468e-02 6.203331e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096458 11 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.322656 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 2.653768e-03 0.000000e+00 energy 3.964933e-01 8.118363e-04 3.964933e-03 displacement 6.092833e+00 2.276293e-02 6.074044e-06 12 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.260080 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 5.141719e-04 0.000000e+00 energy 3.964933e-01 4.738252e-05 3.964933e-03 displacement 6.092833e+00 3.068328e-02 6.358177e-06 13 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.513343 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.599331e-04 0.000000e+00 energy 3.964933e-01 4.158802e-04 3.964933e-03 displacement 6.092833e+00 4.435079e-02 6.964930e-06 14 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.779122e-04 0.000000e+00 energy 3.964933e-01 2.267039e-04 3.964933e-03 displacement 6.092833e+00 4.027622e-02 7.393718e-06 15 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.632024 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 7.328896e-05 0.000000e+00 energy 3.964933e-01 1.120313e-04 3.964933e-03 displacement 6.092833e+00 1.835660e-02 6.930639e-06 16 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.154070 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 9.322286e-05 0.000000e+00 energy 3.964933e-01 7.400686e-05 3.964933e-03 displacement 6.092833e+00 9.530363e-03 6.662029e-06 17 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.541620 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 4.554201e-05 0.000000e+00 energy 3.964933e-01 6.628061e-07 3.964933e-03 displacement 6.092833e+00 3.274375e-03 6.594310e-06 18 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.301005 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 2.284825e-05 0.000000e+00 energy 3.964933e-01 6.328310e-06 3.964933e-03 displacement 6.092833e+00 2.249167e-03 6.653110e-06 19 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.287233 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.400127e-05 0.000000e+00 energy 3.964933e-01 8.101615e-06 3.964933e-03 displacement 6.092833e+00 3.998544e-04 6.656254e-06 20 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.517388 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.183071e-05 0.000000e+00 energy 3.964933e-01 2.450585e-05 3.964933e-03 displacement 6.092833e+00 7.995962e-04 6.702783e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096512 21 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 39 stiffness matrix reformations = 3 step from line search = 0.157699 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.044776e-05 0.000000e+00 energy 3.964933e-01 2.829454e-06 3.964933e-03 displacement 6.092833e+00 1.061667e-04 6.687820e-06 22 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 41 stiffness matrix reformations = 3 step from line search = 0.463687 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 4.584859e-06 0.000000e+00 energy 3.964933e-01 1.453347e-05 3.964933e-03 displacement 6.092833e+00 6.995612e-04 6.686301e-06 23 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 42 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.184625e-06 0.000000e+00 energy 3.964933e-01 4.931081e-06 3.964933e-03 displacement 6.092833e+00 3.774081e-04 6.702910e-06 24 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 43 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.868984e-07 0.000000e+00 energy 3.964933e-01 6.377325e-07 3.964933e-03 displacement 6.092833e+00 9.014141e-05 6.696674e-06 25 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 45 stiffness matrix reformations = 3 step from line search = 0.614967 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 7.210027e-08 0.000000e+00 energy 3.964933e-01 1.172208e-07 3.964933e-03 displacement 6.092833e+00 1.069192e-05 6.696113e-06 26 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 46 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.995736e-01 1.172489e-08 0.000000e+00 energy 3.964933e-01 2.501762e-08 3.964933e-03 displacement 6.092833e+00 4.848671e-06 6.696306e-06 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096548 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 5.804600e-01 4.533026e-04 0.000000e+00 energy 4.595293e-01 2.846359e-03 4.595293e-03 displacement 7.039861e+00 7.039861e+00 7.039861e-06 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.488361 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 7.892010e-04 0.000000e+00 energy 4.595293e-01 2.021841e-03 4.595293e-03 displacement 7.039861e+00 3.139819e-01 8.775124e-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 5.804600e-01 1.928018e-04 0.000000e+00 energy 4.595293e-01 5.324085e-05 4.595293e-03 displacement 7.039861e+00 1.632730e-01 7.808810e-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 5.804600e-01 1.564955e-04 0.000000e+00 energy 4.595293e-01 1.082798e-04 4.595293e-03 displacement 7.039861e+00 6.790249e-02 7.069124e-06 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.367450 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 1.140392e-04 0.000000e+00 energy 4.595293e-01 4.058421e-05 4.595293e-03 displacement 7.039861e+00 3.712338e-03 7.109128e-06 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.516959 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 4.554427e-05 0.000000e+00 energy 4.595293e-01 6.841846e-05 4.595293e-03 displacement 7.039861e+00 1.642164e-02 7.322543e-06 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.599628 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 7.621316e-05 0.000000e+00 energy 4.595293e-01 7.113977e-05 4.595293e-03 displacement 7.039861e+00 1.017089e-02 7.529061e-06 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 7.693944e-06 0.000000e+00 energy 4.595293e-01 2.816790e-06 4.595293e-03 displacement 7.039861e+00 3.995091e-03 7.430806e-06 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.395260 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 2.950442e-06 0.000000e+00 energy 4.595293e-01 2.285040e-06 4.595293e-03 displacement 7.039861e+00 4.190660e-04 7.374691e-06 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.518849 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 1.992227e-06 0.000000e+00 energy 4.595293e-01 9.885830e-07 4.595293e-03 displacement 7.039861e+00 1.336675e-04 7.358289e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096584 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.194277 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 1.003160e-06 0.000000e+00 energy 4.595293e-01 2.977099e-07 4.595293e-03 displacement 7.039861e+00 3.495106e-05 7.356179e-06 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 2.923395e-07 0.000000e+00 energy 4.595293e-01 9.495726e-07 4.595293e-03 displacement 7.039861e+00 3.167690e-04 7.384234e-06 13 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.804600e-01 1.922349e-08 0.000000e+00 energy 4.595293e-01 8.039155e-08 4.595293e-03 displacement 7.039861e+00 3.729647e-06 7.381993e-06 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096602 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 6.461131e-01 4.588730e-04 0.000000e+00 energy 4.888649e-01 4.149861e-03 4.888649e-03 displacement 7.478558e+00 7.478558e+00 7.478558e-06 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.589562 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 7.184817e-04 0.000000e+00 energy 4.888649e-01 2.086667e-03 4.888649e-03 displacement 7.478558e+00 2.059920e-01 8.567005e-06 3 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 1.255184e-04 0.000000e+00 energy 4.888649e-01 1.103870e-04 4.888649e-03 displacement 7.478558e+00 3.459085e-02 8.422239e-06 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 2.498122e-04 0.000000e+00 energy 4.888649e-01 1.717948e-04 4.888649e-03 displacement 7.478558e+00 8.482330e-02 7.815268e-06 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.254069 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 1.600832e-04 0.000000e+00 energy 4.888649e-01 1.959774e-05 4.888649e-03 displacement 7.478558e+00 1.089641e-03 7.823775e-06 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 1.213552e-04 0.000000e+00 energy 4.888649e-01 2.324853e-04 4.888649e-03 displacement 7.478558e+00 1.524356e-02 8.036897e-06 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 1.631347e-05 0.000000e+00 energy 4.888649e-01 5.855613e-05 4.888649e-03 displacement 7.478558e+00 4.903645e-03 7.936878e-06 8 Nonlinear solution status: time= 1.43 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.318197 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 6.249930e-06 0.000000e+00 energy 4.888649e-01 8.586173e-06 4.888649e-03 displacement 7.478558e+00 1.414576e-03 7.853787e-06 9 Nonlinear solution status: time= 1.43 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.428201 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 4.550709e-06 0.000000e+00 energy 4.888649e-01 2.989878e-06 4.888649e-03 displacement 7.478558e+00 3.277526e-04 7.839844e-06 10 Nonlinear solution status: time= 1.43 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.614939 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 2.202744e-06 0.000000e+00 energy 4.888649e-01 3.787368e-06 4.888649e-03 displacement 7.478558e+00 1.289635e-04 7.856206e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096602 11 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.161668 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 8.120110e-07 0.000000e+00 energy 4.888649e-01 1.148889e-06 4.888649e-03 displacement 7.478558e+00 4.054624e-05 7.847173e-06 12 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.553106 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 4.277290e-07 0.000000e+00 energy 4.888649e-01 1.572956e-06 4.888649e-03 displacement 7.478558e+00 4.830865e-05 7.844668e-06 13 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 6.589810e-08 0.000000e+00 energy 4.888649e-01 2.350897e-08 4.888649e-03 displacement 7.478558e+00 1.789366e-05 7.845915e-06 14 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.461131e-01 1.271935e-08 0.000000e+00 energy 4.888649e-01 5.564090e-09 4.888649e-03 displacement 7.478558e+00 3.616282e-06 7.845223e-06 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096602 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 7.595226e-01 5.949175e-04 0.000000e+00 energy 5.393828e-01 3.512778e-03 5.393828e-03 displacement 7.879693e+00 7.879693e+00 7.879693e-06 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.557283 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 7.600205e-04 0.000000e+00 energy 5.393828e-01 2.641346e-03 5.393828e-03 displacement 7.879693e+00 3.360737e-01 9.551805e-06 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 6.490575e-05 0.000000e+00 energy 5.393828e-01 3.705989e-04 5.393828e-03 displacement 7.879693e+00 4.035358e-02 9.261775e-06 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 8.620553e-05 0.000000e+00 energy 5.393828e-01 5.519312e-05 5.393828e-03 displacement 7.879693e+00 1.155791e-01 8.436513e-06 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.314332 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 3.806577e-05 0.000000e+00 energy 5.393828e-01 2.318114e-05 5.393828e-03 displacement 7.879693e+00 3.121254e-03 8.357252e-06 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 7.595226e-01 1.058318e-05 0.000000e+00 energy 5.393828e-01 7.105857e-06 5.393828e-03 displacement 7.879693e+00 4.755808e-03 8.433059e-06 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.401526 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 1.023211e-05 0.000000e+00 energy 5.393828e-01 5.158810e-06 5.393828e-03 displacement 7.879693e+00 2.042976e-04 8.417488e-06 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 7.595226e-01 2.445128e-06 0.000000e+00 energy 5.393828e-01 3.689045e-06 5.393828e-03 displacement 7.879693e+00 8.081364e-04 8.447029e-06 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 3.444004e-06 0.000000e+00 energy 5.393828e-01 2.948534e-06 5.393828e-03 displacement 7.879693e+00 2.197174e-04 8.454105e-06 10 Nonlinear solution status: time= 1.44 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 1.670139e-06 0.000000e+00 energy 5.393828e-01 2.435410e-06 5.393828e-03 displacement 7.879693e+00 1.650733e-04 8.424103e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096692 11 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 1.531527e-07 0.000000e+00 energy 5.393828e-01 5.816931e-07 5.393828e-03 displacement 7.879693e+00 5.143517e-05 8.431103e-06 12 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 1.142639e-07 0.000000e+00 energy 5.393828e-01 3.831304e-07 5.393828e-03 displacement 7.879693e+00 1.233465e-05 8.435908e-06 13 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.595226e-01 2.421706e-08 0.000000e+00 energy 5.393828e-01 7.500571e-08 5.393828e-03 displacement 7.879693e+00 3.109669e-06 8.432918e-06 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096692 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 8.589443e-01 2.243805e-04 0.000000e+00 energy 5.825681e-01 1.960775e-03 5.825681e-03 displacement 8.255849e+00 8.255849e+00 8.255849e-06 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 8.589443e-01 1.420397e-04 0.000000e+00 energy 5.825681e-01 4.412369e-04 5.825681e-03 displacement 8.255849e+00 5.679634e-02 9.097919e-06 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 8.589443e-01 1.979491e-05 0.000000e+00 energy 5.825681e-01 1.109212e-04 5.825681e-03 displacement 8.255849e+00 1.048823e-02 8.847157e-06 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.385913 convergence norms : INITIAL CURRENT REQUIRED residual 8.589443e-01 5.308008e-06 0.000000e+00 energy 5.825681e-01 2.248141e-05 5.825681e-03 displacement 8.255849e+00 2.354956e-03 8.761333e-06 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.343891 convergence norms : INITIAL CURRENT REQUIRED residual 8.589443e-01 2.161128e-06 0.000000e+00 energy 5.825681e-01 1.022487e-06 5.825681e-03 displacement 8.255849e+00 4.598652e-04 8.743785e-06 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.197750 convergence norms : INITIAL CURRENT REQUIRED residual 8.589443e-01 1.696542e-06 0.000000e+00 energy 5.825681e-01 1.381475e-07 5.825681e-03 displacement 8.255849e+00 5.031762e-05 8.735999e-06 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.583586 convergence norms : INITIAL CURRENT REQUIRED residual 8.589443e-01 3.573623e-07 0.000000e+00 energy 5.825681e-01 2.801190e-07 5.825681e-03 displacement 8.255849e+00 7.072391e-05 8.725109e-06 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.207562 convergence norms : INITIAL CURRENT REQUIRED residual 8.589443e-01 2.147798e-07 0.000000e+00 energy 5.825681e-01 1.567337e-07 5.825681e-03 displacement 8.255849e+00 9.301062e-06 8.720708e-06 9 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.554736 convergence norms : INITIAL CURRENT REQUIRED residual 8.589443e-01 6.829940e-08 0.000000e+00 energy 5.825681e-01 9.794472e-08 5.825681e-03 displacement 8.255849e+00 4.845429e-06 8.726959e-06 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096746 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 9.096215e-01 5.895864e-04 0.000000e+00 energy 6.085384e-01 3.487558e-03 6.085384e-03 displacement 8.688451e+00 8.688451e+00 8.688451e-06 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.485177 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 3.256455e-03 0.000000e+00 energy 6.085384e-01 3.631253e-03 6.085384e-03 displacement 8.688451e+00 4.174960e-01 1.015983e-05 3 Nonlinear solution status: time= 1.46 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 3.380771e-04 0.000000e+00 energy 6.085384e-01 4.935063e-04 6.085384e-03 displacement 8.688451e+00 5.139703e-02 9.726122e-06 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 3.625412e-04 0.000000e+00 energy 6.085384e-01 2.250749e-05 6.085384e-03 displacement 8.688451e+00 1.172995e-01 9.224467e-06 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.234968 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 1.884436e-04 0.000000e+00 energy 6.085384e-01 4.350331e-05 6.085384e-03 displacement 8.688451e+00 3.163192e-03 9.205820e-06 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.169419 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 1.084071e-04 0.000000e+00 energy 6.085384e-01 8.044712e-06 6.085384e-03 displacement 8.688451e+00 4.197100e-04 9.187581e-06 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.631603 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 2.160158e-05 0.000000e+00 energy 6.085384e-01 2.271242e-05 6.085384e-03 displacement 8.688451e+00 4.344528e-03 9.227036e-06 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 5.588399e-06 0.000000e+00 energy 6.085384e-01 7.466751e-06 6.085384e-03 displacement 8.688451e+00 4.832798e-04 9.236829e-06 9 Nonlinear solution status: time= 1.46 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 8.252833e-06 0.000000e+00 energy 6.085384e-01 7.171385e-06 6.085384e-03 displacement 8.688451e+00 2.523406e-04 9.222477e-06 10 Nonlinear solution status: time= 1.46 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 1.114515e-06 0.000000e+00 energy 6.085384e-01 3.246252e-06 6.085384e-03 displacement 8.688451e+00 2.233654e-04 9.206257e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096818 11 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.352620 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 1.024109e-06 0.000000e+00 energy 6.085384e-01 1.984411e-06 6.085384e-03 displacement 8.688451e+00 6.026640e-05 9.204335e-06 12 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 6.571896e-07 0.000000e+00 energy 6.085384e-01 1.253433e-06 6.085384e-03 displacement 8.688451e+00 5.830349e-05 9.217879e-06 13 Nonlinear solution status: time= 1.46 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 3.705107e-07 0.000000e+00 energy 6.085384e-01 7.598174e-07 6.085384e-03 displacement 8.688451e+00 6.693512e-05 9.210594e-06 14 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 3.077725e-08 0.000000e+00 energy 6.085384e-01 5.600055e-08 6.085384e-03 displacement 8.688451e+00 1.419206e-05 9.210666e-06 15 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.096215e-01 2.904814e-08 0.000000e+00 energy 6.085384e-01 5.274460e-08 6.085384e-03 displacement 8.688451e+00 4.863447e-06 9.213523e-06 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096818 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 1.041003e+00 3.419416e-04 0.000000e+00 energy 6.591932e-01 3.466472e-04 6.591932e-03 displacement 9.137322e+00 9.137322e+00 9.137322e-06 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 1.041003e+00 3.388886e-04 0.000000e+00 energy 6.591932e-01 9.358601e-04 6.591932e-03 displacement 9.137322e+00 9.181738e-02 9.667049e-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 1.041003e+00 4.507019e-05 0.000000e+00 energy 6.591932e-01 2.280248e-04 6.591932e-03 displacement 9.137322e+00 2.098162e-02 9.343628e-06 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.417703 convergence norms : INITIAL CURRENT REQUIRED residual 1.041003e+00 1.479777e-05 0.000000e+00 energy 6.591932e-01 6.269585e-05 6.591932e-03 displacement 9.137322e+00 6.463112e-03 9.259252e-06 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.377042 convergence norms : INITIAL CURRENT REQUIRED residual 1.041003e+00 6.937142e-06 0.000000e+00 energy 6.591932e-01 2.961401e-06 6.591932e-03 displacement 9.137322e+00 1.285642e-03 9.218497e-06 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.167673 convergence norms : INITIAL CURRENT REQUIRED residual 1.041003e+00 3.626595e-06 0.000000e+00 energy 6.591932e-01 2.671699e-06 6.591932e-03 displacement 9.137322e+00 1.537984e-04 9.213226e-06 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 1.041003e+00 7.358205e-07 0.000000e+00 energy 6.591932e-01 1.464101e-06 6.591932e-03 displacement 9.137322e+00 2.137719e-04 9.228575e-06 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 1.041003e+00 5.247383e-07 0.000000e+00 energy 6.591932e-01 1.077407e-06 6.591932e-03 displacement 9.137322e+00 5.446217e-05 9.237404e-06 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 1.041003e+00 1.262552e-07 0.000000e+00 energy 6.591932e-01 2.166897e-07 6.591932e-03 displacement 9.137322e+00 2.646378e-05 9.222696e-06 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 1.041003e+00 3.572019e-08 0.000000e+00 energy 6.591932e-01 6.711075e-08 6.591932e-03 displacement 9.137322e+00 3.133282e-06 9.223046e-06 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096836 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164717e+00 4.065330e-04 0.000000e+00 energy 7.022155e-01 2.282273e-03 7.022155e-03 displacement 9.390581e+00 9.390581e+00 9.390581e-06 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 1.164717e+00 3.659363e-05 0.000000e+00 energy 7.022155e-01 4.775664e-05 7.022155e-03 displacement 9.390581e+00 1.648362e-02 9.525934e-06 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 1.164717e+00 3.098988e-05 0.000000e+00 energy 7.022155e-01 4.757541e-05 7.022155e-03 displacement 9.390581e+00 1.382021e-02 9.361636e-06 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164717e+00 2.854460e-05 0.000000e+00 energy 7.022155e-01 3.069229e-05 7.022155e-03 displacement 9.390581e+00 5.679922e-03 9.431693e-06 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.534208 convergence norms : INITIAL CURRENT REQUIRED residual 1.164717e+00 1.671279e-05 0.000000e+00 energy 7.022155e-01 2.189322e-05 7.022155e-03 displacement 9.390581e+00 2.360904e-03 9.532501e-06 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 1.164717e+00 3.383191e-06 0.000000e+00 energy 7.022155e-01 1.149701e-05 7.022155e-03 displacement 9.390581e+00 3.030324e-03 9.460819e-06 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 1.164717e+00 6.082193e-07 0.000000e+00 energy 7.022155e-01 1.194887e-06 7.022155e-03 displacement 9.390581e+00 4.287188e-04 9.469121e-06 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 1.164717e+00 1.251500e-07 0.000000e+00 energy 7.022155e-01 4.315168e-07 7.022155e-03 displacement 9.390581e+00 5.272958e-05 9.484346e-06 9 Nonlinear solution status: time= 1.48 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164717e+00 1.714624e-08 0.000000e+00 energy 7.022155e-01 3.958076e-08 7.022155e-03 displacement 9.390581e+00 6.053827e-06 9.481717e-06 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096836 1 Nonlinear solution status: time= 1.49 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 4.351115e-04 0.000000e+00 energy 7.231047e-01 1.027584e-03 7.231047e-03 displacement 9.621686e+00 9.621686e+00 9.621686e-06 2 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 7.874948e-05 0.000000e+00 energy 7.231047e-01 1.528321e-04 7.231047e-03 displacement 9.621686e+00 3.080833e-02 9.967365e-06 3 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 1.403097e-05 0.000000e+00 energy 7.231047e-01 2.657923e-05 7.231047e-03 displacement 9.621686e+00 1.149328e-02 9.940304e-06 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.514224 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 4.564162e-06 0.000000e+00 energy 7.231047e-01 1.270341e-06 7.231047e-03 displacement 9.621686e+00 8.895349e-04 9.963745e-06 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.610398 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 7.934161e-07 0.000000e+00 energy 7.231047e-01 7.313997e-07 7.231047e-03 displacement 9.621686e+00 1.507520e-04 9.975217e-06 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.573231 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 3.385197e-07 0.000000e+00 energy 7.231047e-01 5.118448e-07 7.231047e-03 displacement 9.621686e+00 3.351230e-05 9.989920e-06 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 8.998853e-08 0.000000e+00 energy 7.231047e-01 2.505440e-07 7.231047e-03 displacement 9.621686e+00 2.440204e-05 9.994831e-06 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.626920 convergence norms : INITIAL CURRENT REQUIRED residual 1.229607e+00 2.982136e-08 0.000000e+00 energy 7.231047e-01 3.581202e-08 7.231047e-03 displacement 9.621686e+00 3.783024e-06 9.994059e-06 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 008LA_Quad_run8.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 41 : 1.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31096998 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 4.236195e-04 0.000000e+00 energy 7.656212e-01 1.292118e-03 7.656212e-03 displacement 9.923588e+00 9.923588e+00 9.923588e-06 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 1.324619e+00 5.584281e-05 0.000000e+00 energy 7.656212e-01 1.008988e-04 7.656212e-03 displacement 9.923588e+00 2.083697e-02 1.003336e-05 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 1.360392e-05 0.000000e+00 energy 7.656212e-01 1.205625e-05 7.656212e-03 displacement 9.923588e+00 9.408796e-03 1.006928e-05 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.537867 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 5.141426e-06 0.000000e+00 energy 7.656212e-01 3.499812e-06 7.656212e-03 displacement 9.923588e+00 7.402885e-04 1.010341e-05 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 1.590148e-06 0.000000e+00 energy 7.656212e-01 3.072993e-06 7.656212e-03 displacement 9.923588e+00 2.830752e-04 1.014833e-05 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 4.307828e-07 0.000000e+00 energy 7.656212e-01 8.924197e-07 7.656212e-03 displacement 9.923588e+00 4.674924e-05 1.014631e-05 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 4.258510e-07 0.000000e+00 energy 7.656212e-01 8.877366e-07 7.656212e-03 displacement 9.923588e+00 4.533225e-05 1.014776e-05 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 1.228646e-08 0.000000e+00 energy 7.656212e-01 5.344706e-08 7.656212e-03 displacement 9.923588e+00 1.562338e-05 1.015587e-05 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324619e+00 3.832484e-09 0.000000e+00 energy 7.656212e-01 6.511263e-09 7.656212e-03 displacement 9.923588e+00 1.005722e-06 1.015385e-05 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 42 : 1.51 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097034 1 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 5.389464e-04 0.000000e+00 energy 7.861951e-01 1.428268e-03 7.861951e-03 displacement 1.000282e+01 1.000282e+01 1.000282e-05 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 5.556759e-04 0.000000e+00 energy 7.861951e-01 1.019674e-03 7.861951e-03 displacement 1.000282e+01 1.122869e-01 1.062462e-05 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 7.525436e-05 0.000000e+00 energy 7.861951e-01 2.309110e-04 7.861951e-03 displacement 1.000282e+01 2.388074e-02 1.026260e-05 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.401096 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 2.461698e-05 0.000000e+00 energy 7.861951e-01 7.190244e-05 7.861951e-03 displacement 1.000282e+01 7.183185e-03 1.023327e-05 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.385297 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 7.604716e-06 0.000000e+00 energy 7.861951e-01 3.070372e-07 7.861951e-03 displacement 1.000282e+01 1.227235e-03 1.022865e-05 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.468453 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 2.475013e-06 0.000000e+00 energy 7.861951e-01 2.840337e-07 7.861951e-03 displacement 1.000282e+01 2.492264e-04 1.024914e-05 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 1.381661e+00 6.082588e-07 0.000000e+00 energy 7.861951e-01 9.850931e-07 7.861951e-03 displacement 1.000282e+01 3.805465e-04 1.029823e-05 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 2.497552e-07 0.000000e+00 energy 7.861951e-01 1.275186e-07 7.861951e-03 displacement 1.000282e+01 2.734827e-05 1.029586e-05 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.528665 convergence norms : INITIAL CURRENT REQUIRED residual 1.381661e+00 1.159649e-07 0.000000e+00 energy 7.861951e-01 9.887391e-08 7.861951e-03 displacement 1.000282e+01 5.637346e-06 1.028997e-05 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097106 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 1.550706e+00 3.920893e-04 0.000000e+00 energy 8.398034e-01 2.187493e-03 8.398034e-03 displacement 1.030558e+01 1.030558e+01 1.030558e-05 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 9.816839e-05 0.000000e+00 energy 8.398034e-01 1.628949e-04 8.398034e-03 displacement 1.030558e+01 3.220983e-02 1.050783e-05 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 2.858057e-05 0.000000e+00 energy 8.398034e-01 2.137902e-05 8.398034e-03 displacement 1.030558e+01 1.521512e-02 1.038864e-05 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.560134 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 9.958722e-06 0.000000e+00 energy 8.398034e-01 4.665762e-07 8.398034e-03 displacement 1.030558e+01 2.493668e-03 1.040539e-05 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.430036 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 4.632422e-06 0.000000e+00 energy 8.398034e-01 7.021679e-06 8.398034e-03 displacement 1.030558e+01 4.197236e-04 1.041806e-05 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 2.802223e-06 0.000000e+00 energy 8.398034e-01 6.444058e-06 8.398034e-03 displacement 1.030558e+01 3.903362e-04 1.044964e-05 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 7.184663e-07 0.000000e+00 energy 8.398034e-01 3.197602e-07 8.398034e-03 displacement 1.030558e+01 1.013409e-04 1.043472e-05 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 2.999880e-07 0.000000e+00 energy 8.398034e-01 5.887349e-07 8.398034e-03 displacement 1.030558e+01 8.407760e-05 1.041638e-05 9 Nonlinear solution status: time= 1.52 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.550706e+00 2.610408e-08 0.000000e+00 energy 8.398034e-01 5.373786e-08 8.398034e-03 displacement 1.030558e+01 1.017797e-05 1.042141e-05 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097088 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 1.571127e+00 3.575504e-04 0.000000e+00 energy 8.477812e-01 9.629434e-04 8.477812e-03 displacement 1.052280e+01 1.052280e+01 1.052280e-05 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 1.571127e+00 1.049621e-04 0.000000e+00 energy 8.477812e-01 4.516492e-05 8.477812e-03 displacement 1.052280e+01 4.214284e-02 1.094104e-05 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 1.571127e+00 2.907935e-05 0.000000e+00 energy 8.477812e-01 2.708810e-05 8.477812e-03 displacement 1.052280e+01 2.148687e-02 1.096540e-05 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 1.571127e+00 1.949134e-05 0.000000e+00 energy 8.477812e-01 3.086725e-05 8.477812e-03 displacement 1.052280e+01 2.310829e-03 1.098286e-05 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 1.571127e+00 7.395285e-06 0.000000e+00 energy 8.477812e-01 1.557715e-05 8.477812e-03 displacement 1.052280e+01 9.528821e-04 1.105953e-05 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 1.571127e+00 7.342537e-07 0.000000e+00 energy 8.477812e-01 3.160936e-07 8.477812e-03 displacement 1.052280e+01 3.416489e-04 1.101595e-05 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 1.571127e+00 8.173491e-07 0.000000e+00 energy 8.477812e-01 1.396259e-06 8.477812e-03 displacement 1.052280e+01 1.471102e-04 1.100142e-05 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.571127e+00 2.347873e-07 0.000000e+00 energy 8.477812e-01 4.815711e-07 8.477812e-03 displacement 1.052280e+01 2.422055e-05 1.100855e-05 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.571127e+00 1.260108e-07 0.000000e+00 energy 8.477812e-01 1.734765e-07 8.477812e-03 displacement 1.052280e+01 9.190234e-06 1.100258e-05 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097088 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 1.656728e+00 3.360392e-04 0.000000e+00 energy 8.780013e-01 8.025115e-04 8.780013e-03 displacement 1.100491e+01 1.100491e+01 1.100491e-05 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 1.656728e+00 1.037244e-04 0.000000e+00 energy 8.780013e-01 5.226078e-05 8.780013e-03 displacement 1.100491e+01 4.496372e-02 1.135783e-05 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 1.656728e+00 4.042389e-05 0.000000e+00 energy 8.780013e-01 4.004614e-05 8.780013e-03 displacement 1.100491e+01 2.070523e-02 1.150805e-05 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 1.656728e+00 1.410398e-05 0.000000e+00 energy 8.780013e-01 1.276151e-05 8.780013e-03 displacement 1.100491e+01 1.690013e-03 1.150049e-05 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.621413 convergence norms : INITIAL CURRENT REQUIRED residual 1.656728e+00 1.096058e-05 0.000000e+00 energy 8.780013e-01 1.054900e-05 8.780013e-03 displacement 1.100491e+01 1.413670e-03 1.163663e-05 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656728e+00 2.790695e-06 0.000000e+00 energy 8.780013e-01 7.333071e-07 8.780013e-03 displacement 1.100491e+01 6.875157e-04 1.164863e-05 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656728e+00 2.925494e-06 0.000000e+00 energy 8.780013e-01 4.634242e-06 8.780013e-03 displacement 1.100491e+01 2.579121e-04 1.164121e-05 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656728e+00 4.140137e-07 0.000000e+00 energy 8.780013e-01 1.148470e-07 8.780013e-03 displacement 1.100491e+01 9.854079e-05 1.163298e-05 9 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.529248 convergence norms : INITIAL CURRENT REQUIRED residual 1.656728e+00 1.494274e-07 0.000000e+00 energy 8.780013e-01 2.127789e-07 8.780013e-03 displacement 1.100491e+01 1.216290e-05 1.163721e-05 10 Nonlinear solution status: time= 1.54 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656728e+00 6.324125e-08 0.000000e+00 energy 8.780013e-01 1.027825e-07 8.780013e-03 displacement 1.100491e+01 6.396621e-06 1.163946e-05 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097142 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 1.791748e+00 3.977617e-04 0.000000e+00 energy 9.191839e-01 1.348020e-03 9.191839e-03 displacement 1.121284e+01 1.121284e+01 1.121284e-05 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 1.485202e-04 0.000000e+00 energy 9.191839e-01 1.503083e-04 9.191839e-03 displacement 1.121284e+01 7.429760e-02 1.186603e-05 3 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 4.289970e-05 0.000000e+00 energy 9.191839e-01 5.752908e-05 9.191839e-03 displacement 1.121284e+01 1.509930e-02 1.173420e-05 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.630694 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 1.518736e-05 0.000000e+00 energy 9.191839e-01 1.623017e-06 9.191839e-03 displacement 1.121284e+01 2.491181e-03 1.171832e-05 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 3.647080e-06 0.000000e+00 energy 9.191839e-01 5.206528e-07 9.191839e-03 displacement 1.121284e+01 9.821246e-04 1.175602e-05 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 5.234707e-06 0.000000e+00 energy 9.191839e-01 3.280507e-06 9.191839e-03 displacement 1.121284e+01 1.075492e-03 1.177756e-05 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 3.175014e-06 0.000000e+00 energy 9.191839e-01 3.634131e-06 9.191839e-03 displacement 1.121284e+01 4.057266e-04 1.175283e-05 8 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.578819 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 1.547124e-06 0.000000e+00 energy 9.191839e-01 1.102444e-06 9.191839e-03 displacement 1.121284e+01 9.677905e-05 1.173475e-05 9 Nonlinear solution status: time= 1.55 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.628320 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 3.475970e-07 0.000000e+00 energy 9.191839e-01 6.421142e-07 9.191839e-03 displacement 1.121284e+01 1.149126e-04 1.172778e-05 10 Nonlinear solution status: time= 1.55 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 4.396004e-08 0.000000e+00 energy 9.191839e-01 2.494254e-08 9.191839e-03 displacement 1.121284e+01 1.951859e-05 1.171272e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097196 11 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.791748e+00 2.089550e-09 0.000000e+00 energy 9.191839e-01 7.113848e-10 9.191839e-03 displacement 1.121284e+01 8.850555e-06 1.170955e-05 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097196 1 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 7.983921e-04 0.000000e+00 energy 9.608467e-01 1.162855e-03 9.608467e-03 displacement 1.149247e+01 1.149247e+01 1.149247e-05 2 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.577521 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 9.164994e-04 0.000000e+00 energy 9.608467e-01 1.661879e-03 9.608467e-03 displacement 1.149247e+01 2.106904e-01 1.289113e-05 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 1.247911e-04 0.000000e+00 energy 9.608467e-01 2.998370e-04 9.608467e-03 displacement 1.149247e+01 4.002115e-02 1.275507e-05 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 1.176450e-04 0.000000e+00 energy 9.608467e-01 3.895951e-05 9.608467e-03 displacement 1.149247e+01 6.321162e-02 1.249651e-05 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.330688 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 9.682891e-05 0.000000e+00 energy 9.608467e-01 5.362806e-05 9.608467e-03 displacement 1.149247e+01 2.465420e-03 1.252468e-05 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 2.910082e-05 0.000000e+00 energy 9.608467e-01 5.477163e-05 9.608467e-03 displacement 1.149247e+01 5.369164e-03 1.268685e-05 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 8.074326e-06 0.000000e+00 energy 9.608467e-01 3.669069e-06 9.608467e-03 displacement 1.149247e+01 1.193454e-03 1.264135e-05 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.417967 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 3.889281e-06 0.000000e+00 energy 9.608467e-01 3.622034e-06 9.608467e-03 displacement 1.149247e+01 2.860504e-04 1.261518e-05 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 1.759370e-06 0.000000e+00 energy 9.608467e-01 1.267746e-06 9.608467e-03 displacement 1.149247e+01 2.152817e-04 1.262056e-05 10 Nonlinear solution status: time= 1.56 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 2.431357e-07 0.000000e+00 energy 9.608467e-01 7.017096e-08 9.608467e-03 displacement 1.149247e+01 8.540258e-05 1.263985e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097268 11 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 2.022145e-08 0.000000e+00 energy 9.608467e-01 3.083038e-08 9.608467e-03 displacement 1.149247e+01 3.884071e-05 1.264165e-05 12 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948619e+00 3.183867e-09 0.000000e+00 energy 9.608467e-01 3.553496e-09 9.608467e-03 displacement 1.149247e+01 3.646069e-06 1.264513e-05 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097268 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 1.991323e+00 5.785408e-04 0.000000e+00 energy 9.785189e-01 1.179734e-03 9.785189e-03 displacement 1.186741e+01 1.186741e+01 1.186741e-05 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 1.082668e-04 0.000000e+00 energy 9.785189e-01 1.379694e-04 9.785189e-03 displacement 1.186741e+01 8.304539e-02 1.268733e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 7.991633e-05 0.000000e+00 energy 9.785189e-01 6.561199e-05 9.785189e-03 displacement 1.186741e+01 3.441446e-02 1.284859e-05 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 1.731556e-05 0.000000e+00 energy 9.785189e-01 1.747574e-05 9.785189e-03 displacement 1.186741e+01 5.300643e-03 1.301236e-05 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 5.520586e-06 0.000000e+00 energy 9.785189e-01 3.797727e-06 9.785189e-03 displacement 1.186741e+01 1.771798e-03 1.313405e-05 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 1.084657e-05 0.000000e+00 energy 9.785189e-01 1.242362e-05 9.785189e-03 displacement 1.186741e+01 3.373249e-03 1.323458e-05 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 1.783688e-06 0.000000e+00 energy 9.785189e-01 2.729259e-07 9.785189e-03 displacement 1.186741e+01 2.995265e-04 1.323854e-05 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 1.336385e-06 0.000000e+00 energy 9.785189e-01 4.048445e-06 9.785189e-03 displacement 1.186741e+01 3.229243e-04 1.321846e-05 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 8.001030e-08 0.000000e+00 energy 9.785189e-01 1.219064e-07 9.785189e-03 displacement 1.186741e+01 6.123972e-05 1.321531e-05 10 Nonlinear solution status: time= 1.57 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 3.265732e-08 0.000000e+00 energy 9.785189e-01 2.339761e-08 9.785189e-03 displacement 1.186741e+01 5.366823e-05 1.319468e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097286 11 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.991323e+00 1.045152e-09 0.000000e+00 energy 9.785189e-01 3.502100e-09 9.785189e-03 displacement 1.186741e+01 1.701901e-06 1.319365e-05 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097286 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 2.073663e+00 8.474329e-04 0.000000e+00 energy 1.006036e+00 3.501426e-03 1.006036e-02 displacement 1.198359e+01 1.198359e+01 1.198359e-05 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 2.073663e+00 2.471297e-04 0.000000e+00 energy 1.006036e+00 4.611592e-04 1.006036e-02 displacement 1.198359e+01 7.585386e-02 1.282267e-05 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 2.073663e+00 7.806694e-05 0.000000e+00 energy 1.006036e+00 1.359870e-04 1.006036e-02 displacement 1.198359e+01 2.345327e-02 1.273947e-05 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.564090 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 3.170830e-05 0.000000e+00 energy 1.006036e+00 1.463743e-05 1.006036e-02 displacement 1.198359e+01 7.377428e-03 1.279470e-05 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 1.193251e-05 0.000000e+00 energy 1.006036e+00 1.366735e-06 1.006036e-02 displacement 1.198359e+01 4.716630e-03 1.290921e-05 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 1.048134e-05 0.000000e+00 energy 1.006036e+00 4.429440e-06 1.006036e-02 displacement 1.198359e+01 6.548158e-03 1.310570e-05 7 Nonlinear solution status: time= 1.58 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.612414 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 6.469989e-06 0.000000e+00 energy 1.006036e+00 2.454928e-06 1.006036e-02 displacement 1.198359e+01 4.475437e-03 1.329713e-05 8 Nonlinear solution status: time= 1.58 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 3.088838e-06 0.000000e+00 energy 1.006036e+00 4.699562e-06 1.006036e-02 displacement 1.198359e+01 9.830354e-04 1.327984e-05 9 Nonlinear solution status: time= 1.58 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 3.225684e-06 0.000000e+00 energy 1.006036e+00 4.444913e-07 1.006036e-02 displacement 1.198359e+01 1.861446e-03 1.318243e-05 10 Nonlinear solution status: time= 1.58 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 2.220274e-06 0.000000e+00 energy 1.006036e+00 2.775926e-06 1.006036e-02 displacement 1.198359e+01 5.689918e-04 1.311729e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097376 11 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 6.872769e-07 0.000000e+00 energy 1.006036e+00 2.850851e-07 1.006036e-02 displacement 1.198359e+01 4.917920e-04 1.317113e-05 12 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 6.007897e-07 0.000000e+00 energy 1.006036e+00 3.258833e-08 1.006036e-02 displacement 1.198359e+01 2.718741e-04 1.321347e-05 13 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 1.101831e-07 0.000000e+00 energy 1.006036e+00 5.538719e-08 1.006036e-02 displacement 1.198359e+01 2.115498e-05 1.321263e-05 14 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 9.410427e-08 0.000000e+00 energy 1.006036e+00 2.376657e-08 1.006036e-02 displacement 1.198359e+01 5.615483e-05 1.319957e-05 15 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.073663e+00 3.091061e-08 0.000000e+00 energy 1.006036e+00 1.164964e-08 1.006036e-02 displacement 1.198359e+01 1.220608e-06 1.319781e-05 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097376 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 2.167958e+00 8.745731e-04 0.000000e+00 energy 1.031810e+00 7.356783e-04 1.031810e-02 displacement 1.213015e+01 1.213015e+01 1.213015e-05 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 3.207687e-04 0.000000e+00 energy 1.031810e+00 2.081918e-04 1.031810e-02 displacement 1.213015e+01 1.409304e-01 1.313221e-05 3 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 9.765377e-05 0.000000e+00 energy 1.031810e+00 6.246287e-05 1.031810e-02 displacement 1.213015e+01 2.639859e-02 1.293911e-05 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 2.167958e+00 2.832782e-05 0.000000e+00 energy 1.031810e+00 9.463177e-06 1.031810e-02 displacement 1.213015e+01 1.770716e-02 1.319479e-05 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 2.167958e+00 1.452245e-05 0.000000e+00 energy 1.031810e+00 1.630044e-06 1.031810e-02 displacement 1.213015e+01 8.557264e-03 1.335696e-05 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 2.167958e+00 1.698597e-05 0.000000e+00 energy 1.031810e+00 4.097211e-06 1.031810e-02 displacement 1.213015e+01 7.446856e-03 1.358944e-05 7 Nonlinear solution status: time= 1.59 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 8.406072e-06 0.000000e+00 energy 1.031810e+00 1.076803e-05 1.031810e-02 displacement 1.213015e+01 4.636836e-03 1.376771e-05 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 4.004737e-06 0.000000e+00 energy 1.031810e+00 3.113692e-06 1.031810e-02 displacement 1.213015e+01 2.349621e-03 1.362197e-05 9 Nonlinear solution status: time= 1.59 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 4.967609e-06 0.000000e+00 energy 1.031810e+00 6.071929e-06 1.031810e-02 displacement 1.213015e+01 2.725232e-03 1.351613e-05 10 Nonlinear solution status: time= 1.59 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 6.127607e-07 0.000000e+00 energy 1.031810e+00 1.796092e-07 1.031810e-02 displacement 1.213015e+01 3.597667e-04 1.354604e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097376 11 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.577914 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 1.843854e-07 0.000000e+00 energy 1.031810e+00 2.490875e-07 1.031810e-02 displacement 1.213015e+01 1.116931e-04 1.357202e-05 12 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 6.057383e-08 0.000000e+00 energy 1.031810e+00 2.145987e-09 1.031810e-02 displacement 1.213015e+01 2.042134e-05 1.358476e-05 13 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 2.634471e-08 0.000000e+00 energy 1.031810e+00 3.345724e-08 1.031810e-02 displacement 1.213015e+01 2.354863e-05 1.359841e-05 14 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.167958e+00 2.929123e-09 0.000000e+00 energy 1.031810e+00 8.131013e-09 1.031810e-02 displacement 1.213015e+01 1.290695e-06 1.359812e-05 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097376 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 2.261178e+00 8.646473e-04 0.000000e+00 energy 1.056791e+00 5.247061e-04 1.056791e-02 displacement 1.231217e+01 1.231217e+01 1.231217e-05 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 3.257532e-04 0.000000e+00 energy 1.056791e+00 2.691205e-04 1.056791e-02 displacement 1.231217e+01 9.370128e-02 1.293249e-05 3 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 9.451114e-05 0.000000e+00 energy 1.056791e+00 1.282321e-04 1.056791e-02 displacement 1.231217e+01 4.375731e-02 1.297157e-05 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.624336 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 5.761417e-05 0.000000e+00 energy 1.056791e+00 2.112969e-05 1.056791e-02 displacement 1.231217e+01 1.716059e-02 1.323478e-05 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 3.993061e-05 0.000000e+00 energy 1.056791e+00 4.029825e-05 1.056791e-02 displacement 1.231217e+01 2.280399e-02 1.362162e-05 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 1.388491e-05 0.000000e+00 energy 1.056791e+00 1.828855e-05 1.056791e-02 displacement 1.231217e+01 6.644956e-03 1.380430e-05 7 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 1.963428e-05 0.000000e+00 energy 1.056791e+00 3.348930e-05 1.056791e-02 displacement 1.231217e+01 1.949435e-02 1.418965e-05 8 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 4.343669e-06 0.000000e+00 energy 1.056791e+00 2.908537e-07 1.056791e-02 displacement 1.231217e+01 3.067392e-03 1.409054e-05 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 4.333748e-06 0.000000e+00 energy 1.056791e+00 6.934820e-06 1.056791e-02 displacement 1.231217e+01 4.857380e-03 1.389700e-05 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 5.905726e-07 0.000000e+00 energy 1.056791e+00 7.749873e-07 1.056791e-02 displacement 1.231217e+01 1.185996e-03 1.399698e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097358 11 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.606255 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 1.993711e-07 0.000000e+00 energy 1.056791e+00 1.560110e-07 1.056791e-02 displacement 1.231217e+01 8.832122e-05 1.401400e-05 12 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 7.438233e-08 0.000000e+00 energy 1.056791e+00 5.317687e-08 1.056791e-02 displacement 1.231217e+01 2.776608e-05 1.401893e-05 13 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 1.977493e-08 0.000000e+00 energy 1.056791e+00 4.674479e-08 1.056791e-02 displacement 1.231217e+01 1.756066e-05 1.403013e-05 14 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.261178e+00 1.081386e-09 0.000000e+00 energy 1.056791e+00 9.342679e-09 1.056791e-02 displacement 1.231217e+01 3.344271e-06 1.403581e-05 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097358 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 2.492774e+00 6.391058e-04 0.000000e+00 energy 1.104228e+00 2.983570e-04 1.104228e-02 displacement 1.239932e+01 1.239932e+01 1.239932e-05 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 2.280830e-04 0.000000e+00 energy 1.104228e+00 1.299122e-04 1.104228e-02 displacement 1.239932e+01 1.002390e-01 1.249150e-05 3 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 1.158782e-04 0.000000e+00 energy 1.104228e+00 5.882619e-05 1.104228e-02 displacement 1.239932e+01 5.777365e-02 1.303598e-05 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 5.254928e-05 0.000000e+00 energy 1.104228e+00 1.706414e-06 1.104228e-02 displacement 1.239932e+01 3.907585e-02 1.342126e-05 5 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 2.429442e-05 0.000000e+00 energy 1.104228e+00 7.815136e-06 1.104228e-02 displacement 1.239932e+01 3.262002e-02 1.385409e-05 6 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 9.888986e-06 0.000000e+00 energy 1.104228e+00 5.177572e-07 1.104228e-02 displacement 1.239932e+01 7.895840e-03 1.416626e-05 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 6.833320e-06 0.000000e+00 energy 1.104228e+00 1.811784e-06 1.104228e-02 displacement 1.239932e+01 3.883917e-03 1.438564e-05 8 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 3.286528e-06 0.000000e+00 energy 1.104228e+00 1.805355e-07 1.104228e-02 displacement 1.239932e+01 8.704620e-04 1.439007e-05 9 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 1.685234e-06 0.000000e+00 energy 1.104228e+00 8.695274e-07 1.104228e-02 displacement 1.239932e+01 1.053755e-03 1.449644e-05 10 Nonlinear solution status: time= 1.61 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 6.249004e-07 0.000000e+00 energy 1.104228e+00 2.433962e-07 1.104228e-02 displacement 1.239932e+01 1.372821e-04 1.453631e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097304 11 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 1.921453e-08 0.000000e+00 energy 1.104228e+00 7.860908e-08 1.104228e-02 displacement 1.239932e+01 6.564458e-05 1.456708e-05 12 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.492774e+00 5.826947e-09 0.000000e+00 energy 1.104228e+00 2.013306e-08 1.104228e-02 displacement 1.239932e+01 1.300075e-05 1.458009e-05 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097304 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 2.645477e+00 6.144164e-04 0.000000e+00 energy 1.134369e+00 2.368352e-03 1.134369e-02 displacement 1.261121e+01 1.261121e+01 1.261121e-05 2 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 1.171351e-04 0.000000e+00 energy 1.134369e+00 9.333665e-05 1.134369e-02 displacement 1.261121e+01 8.697483e-02 1.338218e-05 3 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 7.912710e-05 0.000000e+00 energy 1.134369e+00 4.010341e-05 1.134369e-02 displacement 1.261121e+01 8.309804e-02 1.391975e-05 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 1.020837e-05 0.000000e+00 energy 1.134369e+00 8.679863e-06 1.134369e-02 displacement 1.261121e+01 4.001765e-03 1.398012e-05 5 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 7.034576e-06 0.000000e+00 energy 1.134369e+00 9.819550e-06 1.134369e-02 displacement 1.261121e+01 4.823840e-03 1.410262e-05 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 8.626447e-06 0.000000e+00 energy 1.134369e+00 8.698949e-06 1.134369e-02 displacement 1.261121e+01 3.305964e-03 1.427450e-05 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 1.708688e-06 0.000000e+00 energy 1.134369e+00 9.886767e-07 1.134369e-02 displacement 1.261121e+01 4.342902e-04 1.433230e-05 8 Nonlinear solution status: time= 1.62 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 7.148416e-07 0.000000e+00 energy 1.134369e+00 1.163565e-06 1.134369e-02 displacement 1.261121e+01 2.952090e-04 1.426943e-05 9 Nonlinear solution status: time= 1.62 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 4.537183e-07 0.000000e+00 energy 1.134369e+00 8.221152e-07 1.134369e-02 displacement 1.261121e+01 4.980152e-05 1.426202e-05 10 Nonlinear solution status: time= 1.62 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 2.501560e-07 0.000000e+00 energy 1.134369e+00 4.421816e-07 1.134369e-02 displacement 1.261121e+01 4.302701e-05 1.426492e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097376 11 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 1.703148e-08 0.000000e+00 energy 1.134369e+00 1.989601e-08 1.134369e-02 displacement 1.261121e+01 2.812798e-05 1.426298e-05 12 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.645477e+00 3.365331e-09 0.000000e+00 energy 1.134369e+00 1.129055e-09 1.134369e-02 displacement 1.261121e+01 2.778163e-06 1.426432e-05 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097376 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 2.587708e+00 7.595981e-04 0.000000e+00 energy 1.123181e+00 3.431076e-03 1.123181e-02 displacement 1.291654e+01 1.291654e+01 1.291654e-05 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 9.284747e-05 0.000000e+00 energy 1.123181e+00 3.288692e-05 1.123181e-02 displacement 1.291654e+01 4.696027e-02 1.360746e-05 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 3.986479e-05 0.000000e+00 energy 1.123181e+00 4.489632e-05 1.123181e-02 displacement 1.291654e+01 1.863646e-02 1.366979e-05 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 2.587708e+00 7.126841e-06 0.000000e+00 energy 1.123181e+00 6.141377e-06 1.123181e-02 displacement 1.291654e+01 1.627976e-03 1.374812e-05 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 2.587708e+00 3.612826e-06 0.000000e+00 energy 1.123181e+00 1.122280e-06 1.123181e-02 displacement 1.291654e+01 7.903562e-04 1.372652e-05 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 4.290626e-06 0.000000e+00 energy 1.123181e+00 4.161433e-06 1.123181e-02 displacement 1.291654e+01 1.239500e-03 1.378555e-05 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 3.849846e-06 0.000000e+00 energy 1.123181e+00 5.056410e-06 1.123181e-02 displacement 1.291654e+01 1.006098e-03 1.388927e-05 8 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 7.291686e-07 0.000000e+00 energy 1.123181e+00 9.857021e-07 1.123181e-02 displacement 1.291654e+01 4.548370e-04 1.384388e-05 9 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 1.818105e-07 0.000000e+00 energy 1.123181e+00 3.005609e-07 1.123181e-02 displacement 1.291654e+01 8.486880e-05 1.381222e-05 10 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 1.626651e-08 0.000000e+00 energy 1.123181e+00 1.348336e-08 1.123181e-02 displacement 1.291654e+01 1.665214e-05 1.382136e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097448 11 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.587708e+00 9.446873e-10 0.000000e+00 energy 1.123181e+00 1.036795e-09 1.123181e-02 displacement 1.291654e+01 8.444924e-07 1.382412e-05 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097448 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 2.701038e+00 7.627938e-04 0.000000e+00 energy 1.158243e+00 3.387849e-03 1.158243e-02 displacement 1.301767e+01 1.301767e+01 1.301767e-05 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 2.701038e+00 5.500153e-04 0.000000e+00 energy 1.158243e+00 6.673333e-04 1.158243e-02 displacement 1.301767e+01 1.220768e-01 1.402410e-05 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 2.701038e+00 9.192927e-05 0.000000e+00 energy 1.158243e+00 1.822872e-04 1.158243e-02 displacement 1.301767e+01 2.235441e-02 1.394927e-05 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.536255 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 2.150486e-05 0.000000e+00 energy 1.158243e+00 5.574561e-05 1.158243e-02 displacement 1.301767e+01 4.395065e-03 1.388481e-05 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.404109 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 2.138102e-05 0.000000e+00 energy 1.158243e+00 1.588571e-05 1.158243e-02 displacement 1.301767e+01 8.571388e-04 1.387356e-05 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 1.858459e-06 0.000000e+00 energy 1.158243e+00 1.105467e-06 1.158243e-02 displacement 1.301767e+01 6.163356e-04 1.392028e-05 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 2.258229e-06 0.000000e+00 energy 1.158243e+00 1.125749e-06 1.158243e-02 displacement 1.301767e+01 5.729980e-04 1.399525e-05 8 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.597088 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 2.722522e-06 0.000000e+00 energy 1.158243e+00 1.211223e-06 1.158243e-02 displacement 1.301767e+01 2.364622e-03 1.413742e-05 9 Nonlinear solution status: time= 1.64 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 6.148933e-07 0.000000e+00 energy 1.158243e+00 3.636348e-07 1.158243e-02 displacement 1.301767e+01 1.096013e-04 1.410330e-05 10 Nonlinear solution status: time= 1.64 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 1.683075e-07 0.000000e+00 energy 1.158243e+00 1.341293e-08 1.158243e-02 displacement 1.301767e+01 2.771899e-04 1.404287e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 11 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.701038e+00 1.666044e-09 0.000000e+00 energy 1.158243e+00 3.876507e-09 1.158243e-02 displacement 1.301767e+01 2.754160e-06 1.404167e-05 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 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 2.935737e+00 8.738559e-04 0.000000e+00 energy 1.201980e+00 3.170614e-03 1.201980e-02 displacement 1.303902e+01 1.303902e+01 1.303902e-05 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 8.193372e-04 0.000000e+00 energy 1.201980e+00 1.346850e-03 1.201980e-02 displacement 1.303902e+01 3.686349e-01 1.529252e-05 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 1.192673e-04 0.000000e+00 energy 1.201980e+00 2.716010e-04 1.201980e-02 displacement 1.303902e+01 7.587250e-02 1.442682e-05 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.631846 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 2.535819e-05 0.000000e+00 energy 1.201980e+00 7.982074e-05 1.201980e-02 displacement 1.303902e+01 1.848715e-02 1.420181e-05 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.348265 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 8.784741e-06 0.000000e+00 energy 1.201980e+00 1.537394e-05 1.201980e-02 displacement 1.303902e+01 1.038310e-03 1.417103e-05 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.308141 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 9.985092e-06 0.000000e+00 energy 1.201980e+00 5.143845e-06 1.201980e-02 displacement 1.303902e+01 2.853099e-04 1.415520e-05 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 1.424607e-06 0.000000e+00 energy 1.201980e+00 1.729105e-06 1.201980e-02 displacement 1.303902e+01 4.375792e-04 1.419027e-05 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.603885 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 1.004480e-06 0.000000e+00 energy 1.201980e+00 3.216629e-07 1.201980e-02 displacement 1.303902e+01 1.615881e-04 1.423484e-05 9 Nonlinear solution status: time= 1.65 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 2.436054e-07 0.000000e+00 energy 1.201980e+00 2.002654e-07 1.201980e-02 displacement 1.303902e+01 2.140950e-04 1.426720e-05 10 Nonlinear solution status: time= 1.65 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.935737e+00 4.218041e-08 0.000000e+00 energy 1.201980e+00 5.079676e-08 1.201980e-02 displacement 1.303902e+01 6.521856e-06 1.427239e-05 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 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 3.077303e+00 7.319335e-04 0.000000e+00 energy 1.234012e+00 5.142695e-04 1.234012e-02 displacement 1.343761e+01 1.343761e+01 1.343761e-05 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 1.139374e-04 0.000000e+00 energy 1.234012e+00 1.247942e-04 1.234012e-02 displacement 1.343761e+01 6.888104e-02 1.379718e-05 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 6.270277e-05 0.000000e+00 energy 1.234012e+00 4.202081e-05 1.234012e-02 displacement 1.343761e+01 2.363905e-02 1.380174e-05 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 1.527820e-05 0.000000e+00 energy 1.234012e+00 8.224471e-06 1.234012e-02 displacement 1.343761e+01 5.161600e-03 1.396243e-05 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 5.544741e-06 0.000000e+00 energy 1.234012e+00 1.733777e-06 1.234012e-02 displacement 1.343761e+01 2.303097e-03 1.406878e-05 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 2.320045e-06 0.000000e+00 energy 1.234012e+00 1.523416e-08 1.234012e-02 displacement 1.343761e+01 1.376525e-03 1.415469e-05 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 4.037639e-06 0.000000e+00 energy 1.234012e+00 6.701309e-07 1.234012e-02 displacement 1.343761e+01 6.971053e-04 1.422668e-05 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 2.902515e-06 0.000000e+00 energy 1.234012e+00 9.184781e-07 1.234012e-02 displacement 1.343761e+01 4.748978e-04 1.426091e-05 9 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 5.211460e-07 0.000000e+00 energy 1.234012e+00 4.304349e-07 1.234012e-02 displacement 1.343761e+01 4.776060e-04 1.419886e-05 10 Nonlinear solution status: time= 1.66 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 9.507811e-08 0.000000e+00 energy 1.234012e+00 1.562557e-07 1.234012e-02 displacement 1.343761e+01 8.179444e-05 1.417407e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 11 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.077303e+00 9.176200e-09 0.000000e+00 energy 1.234012e+00 1.089833e-08 1.234012e-02 displacement 1.343761e+01 1.054219e-05 1.417843e-05 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 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 3.177020e+00 1.033746e-03 0.000000e+00 energy 1.260329e+00 1.420518e-03 1.260329e-02 displacement 1.355832e+01 1.355832e+01 1.355832e-05 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 1.554548e-04 0.000000e+00 energy 1.260329e+00 1.126360e-05 1.260329e-02 displacement 1.355832e+01 1.074040e-01 1.392411e-05 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 7.042238e-05 0.000000e+00 energy 1.260329e+00 1.863476e-05 1.260329e-02 displacement 1.355832e+01 4.176051e-02 1.386580e-05 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 2.912796e-05 0.000000e+00 energy 1.260329e+00 3.498277e-05 1.260329e-02 displacement 1.355832e+01 2.391200e-03 1.389319e-05 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 4.086040e-05 0.000000e+00 energy 1.260329e+00 3.866302e-05 1.260329e-02 displacement 1.355832e+01 2.693559e-03 1.389250e-05 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 4.069376e-06 0.000000e+00 energy 1.260329e+00 2.841155e-07 1.260329e-02 displacement 1.355832e+01 1.266038e-03 1.391311e-05 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.618911 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 2.397482e-06 0.000000e+00 energy 1.260329e+00 2.036789e-06 1.260329e-02 displacement 1.355832e+01 2.100431e-04 1.392030e-05 8 Nonlinear solution status: time= 1.67 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 2.126571e-06 0.000000e+00 energy 1.260329e+00 2.392641e-06 1.260329e-02 displacement 1.355832e+01 1.588502e-04 1.392591e-05 9 Nonlinear solution status: time= 1.67 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 9.613867e-07 0.000000e+00 energy 1.260329e+00 7.029186e-07 1.260329e-02 displacement 1.355832e+01 6.904142e-05 1.392494e-05 10 Nonlinear solution status: time= 1.67 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 4.435666e-07 0.000000e+00 energy 1.260329e+00 4.704330e-07 1.260329e-02 displacement 1.355832e+01 4.315960e-05 1.390804e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 11 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 3.442905e-07 0.000000e+00 energy 1.260329e+00 5.162671e-07 1.260329e-02 displacement 1.355832e+01 4.516941e-05 1.389608e-05 12 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 1.487417e-07 0.000000e+00 energy 1.260329e+00 3.692319e-07 1.260329e-02 displacement 1.355832e+01 2.381936e-05 1.389910e-05 13 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.177020e+00 3.403527e-08 0.000000e+00 energy 1.260329e+00 3.714728e-08 1.260329e-02 displacement 1.355832e+01 8.252125e-06 1.390138e-05 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097466 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 3.215708e+00 9.614594e-04 0.000000e+00 energy 1.266883e+00 2.464375e-03 1.266883e-02 displacement 1.383104e+01 1.383104e+01 1.383104e-05 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 1.559113e-04 0.000000e+00 energy 1.266883e+00 1.489911e-04 1.266883e-02 displacement 1.383104e+01 1.296072e-01 1.421869e-05 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 1.196005e-04 0.000000e+00 energy 1.266883e+00 1.601682e-04 1.266883e-02 displacement 1.383104e+01 6.904124e-02 1.464280e-05 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 1.950753e-05 0.000000e+00 energy 1.266883e+00 2.843357e-05 1.266883e-02 displacement 1.383104e+01 7.311716e-03 1.487675e-05 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 6.806061e-06 0.000000e+00 energy 1.266883e+00 9.172178e-06 1.266883e-02 displacement 1.383104e+01 2.380026e-03 1.499180e-05 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.525502 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 3.479042e-06 0.000000e+00 energy 1.266883e+00 3.172709e-06 1.266883e-02 displacement 1.383104e+01 2.741497e-03 1.514435e-05 7 Nonlinear solution status: time= 1.68 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 3.600931e-06 0.000000e+00 energy 1.266883e+00 2.659526e-06 1.266883e-02 displacement 1.383104e+01 1.420677e-03 1.524859e-05 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 1.916233e-06 0.000000e+00 energy 1.266883e+00 3.228394e-06 1.266883e-02 displacement 1.383104e+01 5.675011e-04 1.529800e-05 9 Nonlinear solution status: time= 1.68 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.605653 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 1.220009e-06 0.000000e+00 energy 1.266883e+00 6.487881e-07 1.266883e-02 displacement 1.383104e+01 8.864480e-05 1.529162e-05 10 Nonlinear solution status: time= 1.68 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 3.903387e-07 0.000000e+00 energy 1.266883e+00 8.114718e-07 1.266883e-02 displacement 1.383104e+01 1.866027e-04 1.523836e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097574 11 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 9.965980e-09 0.000000e+00 energy 1.266883e+00 2.476470e-08 1.266883e-02 displacement 1.383104e+01 2.054688e-05 1.524988e-05 12 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.215708e+00 3.129309e-09 0.000000e+00 energy 1.266883e+00 1.618029e-08 1.266883e-02 displacement 1.383104e+01 6.585026e-06 1.525520e-05 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097574 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 3.364966e+00 7.407523e-04 0.000000e+00 energy 1.300363e+00 1.639943e-03 1.300363e-02 displacement 1.385248e+01 1.385248e+01 1.385248e-05 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 1.195127e-04 0.000000e+00 energy 1.300363e+00 2.545509e-04 1.300363e-02 displacement 1.385248e+01 1.235753e-01 1.430144e-05 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 7.460028e-05 0.000000e+00 energy 1.300363e+00 4.023129e-05 1.300363e-02 displacement 1.385248e+01 9.059183e-02 1.505323e-05 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 3.364966e+00 2.705946e-05 0.000000e+00 energy 1.300363e+00 5.160594e-06 1.300363e-02 displacement 1.385248e+01 1.710155e-02 1.554450e-05 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 3.364966e+00 1.179352e-05 0.000000e+00 energy 1.300363e+00 9.877425e-06 1.300363e-02 displacement 1.385248e+01 7.265137e-03 1.579484e-05 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 3.364966e+00 4.681500e-06 0.000000e+00 energy 1.300363e+00 7.900657e-06 1.300363e-02 displacement 1.385248e+01 7.763707e-03 1.605068e-05 7 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 6.641842e-07 0.000000e+00 energy 1.300363e+00 1.173771e-06 1.300363e-02 displacement 1.385248e+01 6.163339e-04 1.597188e-05 8 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 3.221304e-07 0.000000e+00 energy 1.300363e+00 2.051396e-07 1.300363e-02 displacement 1.385248e+01 3.983608e-04 1.590454e-05 9 Nonlinear solution status: time= 1.69 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 4.571949e-07 0.000000e+00 energy 1.300363e+00 3.585593e-07 1.300363e-02 displacement 1.385248e+01 4.731952e-04 1.583453e-05 10 Nonlinear solution status: time= 1.69 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 1.933380e-07 0.000000e+00 energy 1.300363e+00 1.704832e-08 1.300363e-02 displacement 1.385248e+01 6.941795e-05 1.581589e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097592 11 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 2.077335e-08 0.000000e+00 energy 1.300363e+00 4.477274e-08 1.300363e-02 displacement 1.385248e+01 2.828676e-05 1.583023e-05 12 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 8.021038e-09 0.000000e+00 energy 1.300363e+00 9.068875e-09 1.300363e-02 displacement 1.385248e+01 1.750447e-05 1.584240e-05 13 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364966e+00 8.509487e-10 0.000000e+00 energy 1.300363e+00 6.330592e-10 1.300363e-02 displacement 1.385248e+01 1.355854e-06 1.584551e-05 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097592 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 3.457897e+00 1.050188e-03 0.000000e+00 energy 1.316731e+00 3.007184e-03 1.316731e-02 displacement 1.384440e+01 1.384440e+01 1.384440e-05 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 1.476716e-04 0.000000e+00 energy 1.316731e+00 1.578904e-04 1.316731e-02 displacement 1.384440e+01 1.269957e-01 1.453240e-05 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 7.447047e-05 0.000000e+00 energy 1.316731e+00 1.508057e-05 1.316731e-02 displacement 1.384440e+01 5.494006e-02 1.511584e-05 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 7.160918e-05 0.000000e+00 energy 1.316731e+00 8.917319e-06 1.316731e-02 displacement 1.384440e+01 3.763058e-02 1.574208e-05 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 1.872333e-05 0.000000e+00 energy 1.316731e+00 1.070065e-05 1.316731e-02 displacement 1.384440e+01 1.398939e-02 1.607241e-05 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 2.272165e-05 0.000000e+00 energy 1.316731e+00 1.476129e-05 1.316731e-02 displacement 1.384440e+01 9.321497e-03 1.635598e-05 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 3.457897e+00 7.604411e-06 0.000000e+00 energy 1.316731e+00 7.266509e-06 1.316731e-02 displacement 1.384440e+01 2.562340e-03 1.647352e-05 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 3.457897e+00 7.637658e-06 0.000000e+00 energy 1.316731e+00 6.207080e-06 1.316731e-02 displacement 1.384440e+01 2.266417e-03 1.632404e-05 9 Nonlinear solution status: time= 1.7 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 3.981830e-06 0.000000e+00 energy 1.316731e+00 2.830930e-06 1.316731e-02 displacement 1.384440e+01 2.590326e-03 1.615262e-05 10 Nonlinear solution status: time= 1.7 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 9.053328e-07 0.000000e+00 energy 1.316731e+00 4.106418e-08 1.316731e-02 displacement 1.384440e+01 2.700515e-04 1.618434e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097592 11 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 1.773426e-07 0.000000e+00 energy 1.316731e+00 5.262553e-08 1.316731e-02 displacement 1.384440e+01 1.282450e-04 1.620846e-05 12 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 1.194866e-07 0.000000e+00 energy 1.316731e+00 7.429649e-08 1.316731e-02 displacement 1.384440e+01 4.338097e-05 1.623059e-05 13 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.457897e+00 2.607039e-08 0.000000e+00 energy 1.316731e+00 4.549759e-08 1.316731e-02 displacement 1.384440e+01 8.659956e-06 1.624290e-05 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097592 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 3.441650e+00 9.548487e-04 0.000000e+00 energy 1.320019e+00 2.552411e-03 1.320019e-02 displacement 1.411470e+01 1.411470e+01 1.411470e-05 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 1.519095e-04 0.000000e+00 energy 1.320019e+00 2.332994e-06 1.320019e-02 displacement 1.411470e+01 7.109533e-02 1.450412e-05 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 1.177040e-04 0.000000e+00 energy 1.320019e+00 1.178488e-04 1.320019e-02 displacement 1.411470e+01 3.408501e-02 1.489745e-05 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 3.790795e-05 0.000000e+00 energy 1.320019e+00 4.602435e-05 1.320019e-02 displacement 1.411470e+01 3.991171e-03 1.496353e-05 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 2.748870e-05 0.000000e+00 energy 1.320019e+00 2.052194e-05 1.320019e-02 displacement 1.411470e+01 1.948038e-03 1.489464e-05 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 1.212826e-05 0.000000e+00 energy 1.320019e+00 1.081046e-05 1.320019e-02 displacement 1.411470e+01 1.224139e-03 1.500542e-05 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 8.880479e-06 0.000000e+00 energy 1.320019e+00 1.283792e-05 1.320019e-02 displacement 1.411470e+01 1.032761e-03 1.506961e-05 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 3.573330e-06 0.000000e+00 energy 1.320019e+00 5.598552e-06 1.320019e-02 displacement 1.411470e+01 3.009425e-04 1.507635e-05 9 Nonlinear solution status: time= 1.71 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 1.646471e-06 0.000000e+00 energy 1.320019e+00 2.809592e-06 1.320019e-02 displacement 1.411470e+01 2.248392e-04 1.503201e-05 10 Nonlinear solution status: time= 1.71 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 1.767708e-07 0.000000e+00 energy 1.320019e+00 2.901227e-07 1.320019e-02 displacement 1.411470e+01 5.030109e-05 1.505023e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097592 11 Nonlinear solution status: time= 1.71 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.441650e+00 1.010614e-09 0.000000e+00 energy 1.320019e+00 1.891755e-09 1.320019e-02 displacement 1.411470e+01 4.802442e-06 1.505568e-05 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097592 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 3.708789e+00 1.136983e-03 0.000000e+00 energy 1.377686e+00 1.805976e-03 1.377686e-02 displacement 1.423536e+01 1.423536e+01 1.423536e-05 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 3.708789e+00 5.556759e-04 0.000000e+00 energy 1.377686e+00 7.131922e-04 1.377686e-02 displacement 1.423536e+01 2.040046e-01 1.492835e-05 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 3.708789e+00 1.209015e-04 0.000000e+00 energy 1.377686e+00 1.877888e-04 1.377686e-02 displacement 1.423536e+01 5.189781e-02 1.504476e-05 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.539332 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 3.846976e-05 0.000000e+00 energy 1.377686e+00 3.337809e-05 1.377686e-02 displacement 1.423536e+01 1.123923e-02 1.519559e-05 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.403588 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 2.708158e-05 0.000000e+00 energy 1.377686e+00 2.191520e-05 1.377686e-02 displacement 1.423536e+01 3.102638e-03 1.528266e-05 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.561138 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 1.791014e-05 0.000000e+00 energy 1.377686e+00 1.483416e-05 1.377686e-02 displacement 1.423536e+01 3.708051e-03 1.548645e-05 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 4.377266e-06 0.000000e+00 energy 1.377686e+00 6.090907e-06 1.377686e-02 displacement 1.423536e+01 1.540072e-03 1.555606e-05 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 1.646565e-06 0.000000e+00 energy 1.377686e+00 1.580904e-06 1.377686e-02 displacement 1.423536e+01 1.608000e-04 1.556697e-05 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 3.871179e-07 0.000000e+00 energy 1.377686e+00 5.408244e-07 1.377686e-02 displacement 1.423536e+01 1.402097e-04 1.560002e-05 10 Nonlinear solution status: time= 1.72 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 2.284842e-07 0.000000e+00 energy 1.377686e+00 2.882772e-07 1.377686e-02 displacement 1.423536e+01 1.587546e-05 1.560686e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097610 11 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.708789e+00 5.190948e-10 0.000000e+00 energy 1.377686e+00 4.514710e-10 1.377686e-02 displacement 1.423536e+01 3.320361e-06 1.560840e-05 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097610 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 4.015505e+00 1.130274e-03 0.000000e+00 energy 1.445669e+00 3.362291e-03 1.445669e-02 displacement 1.428851e+01 1.428851e+01 1.428851e-05 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 4.015505e+00 2.826565e-04 0.000000e+00 energy 1.445669e+00 2.260604e-04 1.445669e-02 displacement 1.428851e+01 1.138995e-01 1.482224e-05 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 4.015505e+00 6.891796e-05 0.000000e+00 energy 1.445669e+00 4.500845e-05 1.445669e-02 displacement 1.428851e+01 4.307667e-02 1.500501e-05 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 4.015505e+00 3.978721e-05 0.000000e+00 energy 1.445669e+00 4.135259e-05 1.445669e-02 displacement 1.428851e+01 3.101096e-02 1.547778e-05 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 4.015505e+00 9.399318e-06 0.000000e+00 energy 1.445669e+00 9.528627e-06 1.445669e-02 displacement 1.428851e+01 2.890268e-03 1.558280e-05 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 4.015505e+00 1.944542e-06 0.000000e+00 energy 1.445669e+00 1.482862e-06 1.445669e-02 displacement 1.428851e+01 4.380720e-04 1.559925e-05 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.635000 convergence norms : INITIAL CURRENT REQUIRED residual 4.015505e+00 9.142235e-07 0.000000e+00 energy 1.445669e+00 4.839005e-07 1.445669e-02 displacement 1.428851e+01 7.245596e-05 1.561009e-05 8 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.015505e+00 4.025000e-07 0.000000e+00 energy 1.445669e+00 3.025444e-07 1.445669e-02 displacement 1.428851e+01 6.371589e-05 1.561564e-05 9 Nonlinear solution status: time= 1.73 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.015505e+00 4.754157e-07 0.000000e+00 energy 1.445669e+00 3.384705e-07 1.445669e-02 displacement 1.428851e+01 5.416924e-05 1.560267e-05 10 Nonlinear solution status: time= 1.73 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.015505e+00 4.556029e-08 0.000000e+00 energy 1.445669e+00 2.093155e-08 1.445669e-02 displacement 1.428851e+01 1.434785e-05 1.559524e-05 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097664 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 4.157903e+00 1.324168e-03 0.000000e+00 energy 1.464848e+00 2.784091e-03 1.464848e-02 displacement 1.432553e+01 1.432553e+01 1.432553e-05 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 1.624577e-04 0.000000e+00 energy 1.464848e+00 1.309263e-04 1.464848e-02 displacement 1.432553e+01 1.052547e-01 1.487132e-05 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 5.139759e-05 0.000000e+00 energy 1.464848e+00 4.956684e-05 1.464848e-02 displacement 1.432553e+01 5.273110e-02 1.534051e-05 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 8.205595e-06 0.000000e+00 energy 1.464848e+00 5.149258e-06 1.464848e-02 displacement 1.432553e+01 5.003520e-03 1.558453e-05 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 2.719776e-06 0.000000e+00 energy 1.464848e+00 4.854569e-07 1.464848e-02 displacement 1.432553e+01 2.847258e-03 1.575770e-05 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 4.552958e-07 0.000000e+00 energy 1.464848e+00 1.571497e-07 1.464848e-02 displacement 1.432553e+01 3.823861e-04 1.581902e-05 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 8.434575e-08 0.000000e+00 energy 1.464848e+00 1.137199e-07 1.464848e-02 displacement 1.432553e+01 2.574764e-05 1.582604e-05 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.157903e+00 1.142015e-08 0.000000e+00 energy 1.464848e+00 2.692530e-09 1.464848e-02 displacement 1.432553e+01 4.043111e-06 1.582218e-05 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 008LA_Quad_run8.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 66 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097646 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 4.324369e+00 1.419566e-03 0.000000e+00 energy 1.489223e+00 1.333126e-03 1.489223e-02 displacement 1.457271e+01 1.457271e+01 1.457271e-05 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 1.921487e-04 0.000000e+00 energy 1.489223e+00 3.019315e-05 1.489223e-02 displacement 1.457271e+01 1.018285e-01 1.519868e-05 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 9.633642e-05 0.000000e+00 energy 1.489223e+00 1.192641e-04 1.489223e-02 displacement 1.457271e+01 5.088988e-02 1.556002e-05 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 1.193779e-05 0.000000e+00 energy 1.489223e+00 1.179335e-05 1.489223e-02 displacement 1.457271e+01 2.727980e-03 1.554722e-05 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 8.374606e-06 0.000000e+00 energy 1.489223e+00 7.481807e-06 1.489223e-02 displacement 1.457271e+01 1.846181e-03 1.559219e-05 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 3.316971e-06 0.000000e+00 energy 1.489223e+00 2.779475e-06 1.489223e-02 displacement 1.457271e+01 5.569664e-04 1.564643e-05 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 1.842408e-06 0.000000e+00 energy 1.489223e+00 2.674573e-06 1.489223e-02 displacement 1.457271e+01 1.793117e-04 1.564064e-05 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 7.096934e-07 0.000000e+00 energy 1.489223e+00 8.573076e-07 1.489223e-02 displacement 1.457271e+01 8.540131e-05 1.562622e-05 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 2.017534e-07 0.000000e+00 energy 1.489223e+00 3.872088e-07 1.489223e-02 displacement 1.457271e+01 3.289953e-05 1.563705e-05 10 Nonlinear solution status: time= 1.75 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.324369e+00 8.352655e-09 0.000000e+00 energy 1.489223e+00 1.142288e-08 1.489223e-02 displacement 1.457271e+01 8.179733e-06 1.563031e-05 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 67 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097700 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 4.521910e+00 1.100187e-03 0.000000e+00 energy 1.535401e+00 3.049799e-03 1.535401e-02 displacement 1.460741e+01 1.460741e+01 1.460741e-05 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 4.521910e+00 1.578694e-04 0.000000e+00 energy 1.535401e+00 2.583478e-04 1.535401e-02 displacement 1.460741e+01 8.701788e-02 1.488746e-05 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 4.521910e+00 6.713203e-05 0.000000e+00 energy 1.535401e+00 5.878554e-05 1.535401e-02 displacement 1.460741e+01 3.452117e-02 1.493723e-05 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.533908 convergence norms : INITIAL CURRENT REQUIRED residual 4.521910e+00 2.076762e-05 0.000000e+00 energy 1.535401e+00 1.719034e-05 1.535401e-02 displacement 1.460741e+01 2.848272e-03 1.494879e-05 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.220844 convergence norms : INITIAL CURRENT REQUIRED residual 4.521910e+00 9.910466e-06 0.000000e+00 energy 1.535401e+00 1.731643e-06 1.535401e-02 displacement 1.460741e+01 3.652576e-04 1.495791e-05 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.521910e+00 5.068632e-06 0.000000e+00 energy 1.535401e+00 5.405283e-06 1.535401e-02 displacement 1.460741e+01 7.590629e-04 1.498552e-05 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.521910e+00 1.093831e-06 0.000000e+00 energy 1.535401e+00 1.091011e-06 1.535401e-02 displacement 1.460741e+01 9.522856e-05 1.499956e-05 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.598943 convergence norms : INITIAL CURRENT REQUIRED residual 4.521910e+00 9.161838e-07 0.000000e+00 energy 1.535401e+00 3.070926e-07 1.535401e-02 displacement 1.460741e+01 4.729809e-05 1.500595e-05 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.521910e+00 2.317096e-07 0.000000e+00 energy 1.535401e+00 6.510548e-08 1.535401e-02 displacement 1.460741e+01 1.209126e-05 1.500991e-05 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097718 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 4.643872e+00 1.398374e-03 0.000000e+00 energy 1.555706e+00 5.387631e-03 1.555706e-02 displacement 1.469409e+01 1.469409e+01 1.469409e-05 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 1.023219e-04 0.000000e+00 energy 1.555706e+00 9.207385e-05 1.555706e-02 displacement 1.469409e+01 5.943544e-02 1.486894e-05 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 4.176336e-05 0.000000e+00 energy 1.555706e+00 4.807830e-05 1.555706e-02 displacement 1.469409e+01 2.550547e-02 1.499414e-05 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 4.643872e+00 8.960473e-06 0.000000e+00 energy 1.555706e+00 1.085343e-06 1.555706e-02 displacement 1.469409e+01 2.868083e-03 1.500583e-05 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.446070 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 4.747700e-06 0.000000e+00 energy 1.555706e+00 2.779344e-06 1.555706e-02 displacement 1.469409e+01 4.913927e-04 1.499966e-05 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.567528 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 1.419261e-06 0.000000e+00 energy 1.555706e+00 7.415256e-07 1.555706e-02 displacement 1.469409e+01 1.672545e-04 1.500541e-05 7 Nonlinear solution status: time= 1.77 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 2.223784e-06 0.000000e+00 energy 1.555706e+00 2.150918e-06 1.555706e-02 displacement 1.469409e+01 2.338702e-04 1.500992e-05 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 2.042838e-07 0.000000e+00 energy 1.555706e+00 1.591703e-07 1.555706e-02 displacement 1.469409e+01 3.889949e-05 1.500306e-05 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 2.056409e-07 0.000000e+00 energy 1.555706e+00 2.661063e-07 1.555706e-02 displacement 1.469409e+01 1.642097e-05 1.499763e-05 10 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.643872e+00 6.529879e-08 0.000000e+00 energy 1.555706e+00 1.125592e-07 1.555706e-02 displacement 1.469409e+01 6.770063e-06 1.499501e-05 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097754 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 4.819623e+00 1.379261e-03 0.000000e+00 energy 1.592636e+00 3.439700e-03 1.592636e-02 displacement 1.494798e+01 1.494798e+01 1.494798e-05 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.819623e+00 2.562042e-04 0.000000e+00 energy 1.592636e+00 1.116587e-04 1.592636e-02 displacement 1.494798e+01 8.115349e-02 1.527163e-05 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.819623e+00 1.833066e-04 0.000000e+00 energy 1.592636e+00 8.191507e-05 1.592636e-02 displacement 1.494798e+01 5.454997e-02 1.530401e-05 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.819623e+00 2.507305e-05 0.000000e+00 energy 1.592636e+00 1.188654e-05 1.592636e-02 displacement 1.494798e+01 1.003069e-02 1.535662e-05 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.819623e+00 9.454946e-06 0.000000e+00 energy 1.592636e+00 1.647378e-06 1.592636e-02 displacement 1.494798e+01 3.067807e-03 1.539799e-05 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.819623e+00 3.080510e-06 0.000000e+00 energy 1.592636e+00 1.130935e-06 1.592636e-02 displacement 1.494798e+01 1.236922e-03 1.546395e-05 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 4.819623e+00 5.748495e-07 0.000000e+00 energy 1.592636e+00 7.207594e-08 1.592636e-02 displacement 1.494798e+01 1.882164e-04 1.546433e-05 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 4.819623e+00 1.620945e-07 0.000000e+00 energy 1.592636e+00 8.612311e-08 1.592636e-02 displacement 1.494798e+01 5.386144e-05 1.545293e-05 9 Nonlinear solution status: time= 1.78 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.819623e+00 3.911850e-08 0.000000e+00 energy 1.592636e+00 3.329660e-08 1.592636e-02 displacement 1.494798e+01 1.414521e-05 1.544661e-05 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097754 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 4.988817e+00 1.629672e-03 0.000000e+00 energy 1.621979e+00 6.512255e-03 1.621979e-02 displacement 1.517948e+01 1.517948e+01 1.517948e-05 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 2.119884e-04 0.000000e+00 energy 1.621979e+00 2.248510e-04 1.621979e-02 displacement 1.517948e+01 1.241129e-01 1.522974e-05 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 2.825566e-04 0.000000e+00 energy 1.621979e+00 3.435793e-05 1.621979e-02 displacement 1.517948e+01 2.094774e-01 1.573271e-05 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 5.877662e-04 0.000000e+00 energy 1.621979e+00 6.309960e-06 1.621979e-02 displacement 1.517948e+01 2.987309e-01 1.697744e-05 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 4.988817e+00 1.616672e-03 0.000000e+00 energy 1.621979e+00 3.296914e-04 1.621979e-02 displacement 1.517948e+01 3.607827e-01 1.921120e-05 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 4.988817e+00 1.090427e-03 0.000000e+00 energy 1.621979e+00 4.733026e-04 1.621979e-02 displacement 1.517948e+01 6.600642e-02 1.839367e-05 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 4.988817e+00 1.557742e-04 0.000000e+00 energy 1.621979e+00 1.088578e-04 1.621979e-02 displacement 1.517948e+01 5.838099e-02 1.746091e-05 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 1.423523e-04 0.000000e+00 energy 1.621979e+00 9.392191e-05 1.621979e-02 displacement 1.517948e+01 5.256161e-02 1.817806e-05 9 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 7.204040e-05 0.000000e+00 energy 1.621979e+00 3.422439e-05 1.621979e-02 displacement 1.517948e+01 1.840589e-02 1.867903e-05 10 Nonlinear solution status: time= 1.79 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 2.475290e-05 0.000000e+00 energy 1.621979e+00 2.407770e-05 1.621979e-02 displacement 1.517948e+01 7.853903e-03 1.832093e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.599979 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 4.659825e-06 0.000000e+00 energy 1.621979e+00 4.755613e-06 1.621979e-02 displacement 1.517948e+01 1.085872e-03 1.832376e-05 12 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.246454 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 1.661852e-06 0.000000e+00 energy 1.621979e+00 2.953811e-06 1.621979e-02 displacement 1.517948e+01 2.118580e-04 1.833116e-05 13 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 1.688215e-06 0.000000e+00 energy 1.621979e+00 2.669496e-06 1.621979e-02 displacement 1.517948e+01 5.651791e-04 1.835425e-05 14 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 2.854864e-07 0.000000e+00 energy 1.621979e+00 9.068889e-07 1.621979e-02 displacement 1.517948e+01 1.419210e-04 1.835412e-05 15 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.560543 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 9.296098e-08 0.000000e+00 energy 1.621979e+00 1.568377e-07 1.621979e-02 displacement 1.517948e+01 5.201891e-05 1.835198e-05 16 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 1.171677e-08 0.000000e+00 energy 1.621979e+00 4.523735e-08 1.621979e-02 displacement 1.517948e+01 2.006425e-05 1.834869e-05 17 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 5.064268e-09 0.000000e+00 energy 1.621979e+00 2.142104e-08 1.621979e-02 displacement 1.517948e+01 2.608832e-05 1.834106e-05 18 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 3.722039e-09 0.000000e+00 energy 1.621979e+00 7.106473e-09 1.621979e-02 displacement 1.517948e+01 2.254581e-05 1.832871e-05 19 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.988817e+00 1.284707e-09 0.000000e+00 energy 1.621979e+00 2.625220e-09 1.621979e-02 displacement 1.517948e+01 8.047251e-06 1.831936e-05 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 5.235117e+00 1.451571e-03 0.000000e+00 energy 1.670456e+00 6.092235e-03 1.670456e-02 displacement 1.534696e+01 1.534696e+01 1.534696e-05 2 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 1.727349e-04 0.000000e+00 energy 1.670456e+00 3.243633e-04 1.670456e-02 displacement 1.534696e+01 1.294920e-01 1.557277e-05 3 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 9.640889e-05 0.000000e+00 energy 1.670456e+00 1.178482e-04 1.670456e-02 displacement 1.534696e+01 1.776053e-01 1.601922e-05 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 9.312805e-05 0.000000e+00 energy 1.670456e+00 7.687858e-05 1.670456e-02 displacement 1.534696e+01 1.368544e-01 1.687949e-05 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 1.911563e-04 0.000000e+00 energy 1.670456e+00 6.899611e-05 1.670456e-02 displacement 1.534696e+01 3.083917e-01 1.862157e-05 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 1.415317e-05 0.000000e+00 energy 1.670456e+00 1.076886e-05 1.670456e-02 displacement 1.534696e+01 1.250231e-02 1.825158e-05 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 6.618161e-06 0.000000e+00 energy 1.670456e+00 3.240694e-06 1.670456e-02 displacement 1.534696e+01 1.107271e-02 1.789766e-05 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 1.143127e-06 0.000000e+00 energy 1.670456e+00 3.093128e-07 1.670456e-02 displacement 1.534696e+01 2.748223e-04 1.789365e-05 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 1.746856e-07 0.000000e+00 energy 1.670456e+00 3.288042e-08 1.670456e-02 displacement 1.534696e+01 1.188885e-04 1.792293e-05 10 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 7.419134e-08 0.000000e+00 energy 1.670456e+00 1.639866e-08 1.670456e-02 displacement 1.534696e+01 5.010397e-05 1.794175e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235117e+00 4.842879e-09 0.000000e+00 energy 1.670456e+00 7.918354e-09 1.670456e-02 displacement 1.534696e+01 4.561962e-06 1.794039e-05 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 5.343846e+00 2.006446e-03 0.000000e+00 energy 1.677368e+00 4.444267e-03 1.677368e-02 displacement 1.552292e+01 1.552292e+01 1.552292e-05 2 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 9.388157e-05 0.000000e+00 energy 1.677368e+00 2.620313e-04 1.677368e-02 displacement 1.552292e+01 9.113609e-02 1.568394e-05 3 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 5.569337e-05 0.000000e+00 energy 1.677368e+00 4.729719e-05 1.677368e-02 displacement 1.552292e+01 7.265241e-02 1.608966e-05 4 Nonlinear solution status: time= 1.81 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 2.322127e-05 0.000000e+00 energy 1.677368e+00 1.087679e-05 1.677368e-02 displacement 1.552292e+01 3.930969e-02 1.645520e-05 5 Nonlinear solution status: time= 1.81 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 3.468735e-05 0.000000e+00 energy 1.677368e+00 5.754421e-05 1.677368e-02 displacement 1.552292e+01 3.146389e-02 1.691484e-05 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 3.248796e-06 0.000000e+00 energy 1.677368e+00 5.880580e-06 1.677368e-02 displacement 1.552292e+01 8.271610e-03 1.671275e-05 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 1.084428e-06 0.000000e+00 energy 1.677368e+00 2.338542e-06 1.677368e-02 displacement 1.552292e+01 7.059500e-04 1.668604e-05 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.440725 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 6.111047e-07 0.000000e+00 energy 1.677368e+00 2.472187e-07 1.677368e-02 displacement 1.552292e+01 1.692408e-04 1.669493e-05 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 5.237997e-08 0.000000e+00 energy 1.677368e+00 1.202997e-07 1.677368e-02 displacement 1.552292e+01 2.411490e-04 1.672714e-05 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 3.826535e-08 0.000000e+00 energy 1.677368e+00 5.192043e-08 1.677368e-02 displacement 1.552292e+01 4.673920e-05 1.674174e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.343846e+00 1.790832e-09 0.000000e+00 energy 1.677368e+00 4.062415e-09 1.677368e-02 displacement 1.552292e+01 1.920421e-06 1.674156e-05 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 5.589563e+00 2.318409e-03 0.000000e+00 energy 1.708898e+00 4.995487e-03 1.708898e-02 displacement 1.562819e+01 1.562819e+01 1.562819e-05 2 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 1.679271e-04 0.000000e+00 energy 1.708898e+00 2.061997e-04 1.708898e-02 displacement 1.562819e+01 8.507095e-02 1.585362e-05 3 Nonlinear solution status: time= 1.82 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 1.329775e-04 0.000000e+00 energy 1.708898e+00 3.543118e-05 1.708898e-02 displacement 1.562819e+01 6.683439e-02 1.611207e-05 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 5.589563e+00 1.036472e-04 0.000000e+00 energy 1.708898e+00 7.853052e-05 1.708898e-02 displacement 1.562819e+01 1.831633e-02 1.636483e-05 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 5.589563e+00 1.940926e-04 0.000000e+00 energy 1.708898e+00 1.576789e-04 1.708898e-02 displacement 1.562819e+01 1.879012e-02 1.667442e-05 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 5.589563e+00 1.321194e-05 0.000000e+00 energy 1.708898e+00 9.977392e-06 1.708898e-02 displacement 1.562819e+01 1.399240e-02 1.643128e-05 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.633645 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 6.478346e-06 0.000000e+00 energy 1.708898e+00 2.669737e-06 1.708898e-02 displacement 1.562819e+01 3.276270e-04 1.641265e-05 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 5.293240e-06 0.000000e+00 energy 1.708898e+00 1.689220e-06 1.708898e-02 displacement 1.562819e+01 5.048226e-04 1.644987e-05 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.518615 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 2.455357e-06 0.000000e+00 energy 1.708898e+00 2.388899e-08 1.708898e-02 displacement 1.562819e+01 1.904153e-04 1.645335e-05 10 Nonlinear solution status: time= 1.82 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 4.396846e-07 0.000000e+00 energy 1.708898e+00 5.976912e-07 1.708898e-02 displacement 1.562819e+01 1.525661e-04 1.644861e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097844 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.589563e+00 3.990135e-09 0.000000e+00 energy 1.708898e+00 1.293098e-08 1.708898e-02 displacement 1.562819e+01 9.973629e-06 1.644482e-05 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097844 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 5.668564e+00 2.803118e-03 0.000000e+00 energy 1.726305e+00 5.288709e-03 1.726305e-02 displacement 1.578901e+01 1.578901e+01 1.578901e-05 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.612648 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 2.210730e-03 0.000000e+00 energy 1.726305e+00 2.194726e-03 1.726305e-02 displacement 1.578901e+01 3.535879e-01 1.656859e-05 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 2.379610e-04 0.000000e+00 energy 1.726305e+00 5.336867e-04 1.726305e-02 displacement 1.578901e+01 6.764149e-02 1.602635e-05 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 1.785897e-04 0.000000e+00 energy 1.726305e+00 9.086052e-05 1.726305e-02 displacement 1.578901e+01 1.914511e-01 1.606802e-05 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.336301 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 1.009118e-04 0.000000e+00 energy 1.726305e+00 2.462637e-07 1.726305e-02 displacement 1.578901e+01 2.407898e-03 1.603693e-05 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.532113 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 2.020775e-05 0.000000e+00 energy 1.726305e+00 2.053723e-05 1.726305e-02 displacement 1.578901e+01 4.121058e-03 1.601098e-05 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 1.187143e-05 0.000000e+00 energy 1.726305e+00 1.494711e-05 1.726305e-02 displacement 1.578901e+01 2.076047e-03 1.604732e-05 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 2.456579e-06 0.000000e+00 energy 1.726305e+00 1.175433e-06 1.726305e-02 displacement 1.578901e+01 7.749275e-04 1.605999e-05 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 1.978191e-06 0.000000e+00 energy 1.726305e+00 2.823281e-06 1.726305e-02 displacement 1.578901e+01 5.221766e-04 1.606532e-05 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 1.706247e-07 0.000000e+00 energy 1.726305e+00 3.170521e-07 1.726305e-02 displacement 1.578901e+01 7.534029e-05 1.606314e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.388745 convergence norms : INITIAL CURRENT REQUIRED residual 5.668564e+00 4.048033e-08 0.000000e+00 energy 1.726305e+00 1.161618e-08 1.726305e-02 displacement 1.578901e+01 1.105372e-05 1.606284e-05 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 5.895799e+00 2.643436e-03 0.000000e+00 energy 1.769189e+00 7.609894e-03 1.769189e-02 displacement 1.599973e+01 1.599973e+01 1.599973e-05 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 4.601871e-04 0.000000e+00 energy 1.769189e+00 4.553747e-04 1.769189e-02 displacement 1.599973e+01 1.379561e-01 1.582691e-05 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 1.604748e-04 0.000000e+00 energy 1.769189e+00 8.159526e-05 1.769189e-02 displacement 1.599973e+01 1.056393e-01 1.595948e-05 4 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 6.307455e-05 0.000000e+00 energy 1.769189e+00 2.952496e-05 1.769189e-02 displacement 1.599973e+01 3.625333e-02 1.624141e-05 5 Nonlinear solution status: time= 1.84 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 1.455073e-05 0.000000e+00 energy 1.769189e+00 1.208001e-05 1.769189e-02 displacement 1.599973e+01 1.020974e-02 1.631654e-05 6 Nonlinear solution status: time= 1.84 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.576439 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 1.246375e-05 0.000000e+00 energy 1.769189e+00 2.312841e-06 1.769189e-02 displacement 1.599973e+01 5.226395e-03 1.640407e-05 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 9.731470e-06 0.000000e+00 energy 1.769189e+00 8.196482e-08 1.769189e-02 displacement 1.599973e+01 6.550542e-03 1.659074e-05 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 1.190188e-05 0.000000e+00 energy 1.769189e+00 6.569252e-06 1.769189e-02 displacement 1.599973e+01 5.149672e-03 1.667074e-05 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 4.957867e-06 0.000000e+00 energy 1.769189e+00 6.294433e-07 1.769189e-02 displacement 1.599973e+01 3.167900e-03 1.652521e-05 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 2.608166e-06 0.000000e+00 energy 1.769189e+00 5.235132e-07 1.769189e-02 displacement 1.599973e+01 2.639401e-03 1.639980e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 2.156863e-07 0.000000e+00 energy 1.769189e+00 1.168817e-07 1.769189e-02 displacement 1.599973e+01 2.149935e-04 1.644080e-05 12 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 4.522371e-08 0.000000e+00 energy 1.769189e+00 5.444046e-08 1.769189e-02 displacement 1.599973e+01 4.415149e-05 1.645474e-05 13 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 4.523865e-09 0.000000e+00 energy 1.769189e+00 1.091597e-09 1.769189e-02 displacement 1.599973e+01 1.865282e-05 1.646168e-05 14 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.895799e+00 3.502741e-10 0.000000e+00 energy 1.769189e+00 1.006711e-09 1.769189e-02 displacement 1.599973e+01 1.794414e-07 1.646123e-05 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 6.100651e+00 2.325489e-03 0.000000e+00 energy 1.799318e+00 4.340449e-03 1.799318e-02 displacement 1.609328e+01 1.609328e+01 1.609328e-05 2 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 8.653052e-04 0.000000e+00 energy 1.799318e+00 2.079091e-04 1.799318e-02 displacement 1.609328e+01 2.982361e-01 1.627184e-05 3 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 7.220829e-04 0.000000e+00 energy 1.799318e+00 2.907707e-04 1.799318e-02 displacement 1.609328e+01 1.395528e-01 1.698374e-05 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 6.985828e-05 0.000000e+00 energy 1.799318e+00 8.034255e-05 1.799318e-02 displacement 1.609328e+01 1.629126e-02 1.694168e-05 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.549877 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 8.033838e-05 0.000000e+00 energy 1.799318e+00 1.226556e-05 1.799318e-02 displacement 1.609328e+01 1.491250e-02 1.702311e-05 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 6.013544e-05 0.000000e+00 energy 1.799318e+00 7.158258e-06 1.799318e-02 displacement 1.609328e+01 6.606107e-03 1.721791e-05 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 6.028096e-05 0.000000e+00 energy 1.799318e+00 3.681591e-06 1.799318e-02 displacement 1.609328e+01 1.771618e-02 1.752555e-05 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 3.416900e-05 0.000000e+00 energy 1.799318e+00 6.998538e-06 1.799318e-02 displacement 1.609328e+01 4.747522e-03 1.759965e-05 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.069591e-05 0.000000e+00 energy 1.799318e+00 3.101007e-06 1.799318e-02 displacement 1.609328e+01 3.677915e-03 1.750613e-05 10 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 6.842041e-06 0.000000e+00 energy 1.799318e+00 2.673575e-07 1.799318e-02 displacement 1.609328e+01 3.255029e-03 1.750741e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.557781 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 2.461143e-06 0.000000e+00 energy 1.799318e+00 3.593155e-07 1.799318e-02 displacement 1.609328e+01 5.464340e-04 1.754019e-05 12 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 6.239528e-06 0.000000e+00 energy 1.799318e+00 4.345556e-07 1.799318e-02 displacement 1.609328e+01 3.943080e-03 1.767713e-05 13 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 8.424647e-06 0.000000e+00 energy 1.799318e+00 1.057886e-06 1.799318e-02 displacement 1.609328e+01 3.389883e-03 1.782004e-05 14 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.227222e-06 0.000000e+00 energy 1.799318e+00 6.034146e-07 1.799318e-02 displacement 1.609328e+01 1.224610e-03 1.789403e-05 15 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.089033e-06 0.000000e+00 energy 1.799318e+00 3.883709e-07 1.799318e-02 displacement 1.609328e+01 1.445571e-03 1.780319e-05 16 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.688710e-06 0.000000e+00 energy 1.799318e+00 5.312348e-07 1.799318e-02 displacement 1.609328e+01 2.535022e-03 1.767560e-05 17 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.787477e-07 0.000000e+00 energy 1.799318e+00 1.959998e-07 1.799318e-02 displacement 1.609328e+01 1.663122e-04 1.769869e-05 18 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.287974e-06 0.000000e+00 energy 1.799318e+00 6.338129e-07 1.799318e-02 displacement 1.609328e+01 1.710984e-03 1.779843e-05 19 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.942391e-07 0.000000e+00 energy 1.799318e+00 1.725922e-07 1.799318e-02 displacement 1.609328e+01 7.741208e-05 1.778315e-05 20 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.775257e-07 0.000000e+00 energy 1.799318e+00 1.839910e-07 1.799318e-02 displacement 1.609328e+01 3.952541e-04 1.773577e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 21 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.074481e-08 0.000000e+00 energy 1.799318e+00 1.125551e-09 1.799318e-02 displacement 1.609328e+01 2.122529e-05 1.774296e-05 22 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.100651e+00 1.436360e-08 0.000000e+00 energy 1.799318e+00 4.031447e-09 1.799318e-02 displacement 1.609328e+01 5.593936e-06 1.774886e-05 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 6.219230e+00 2.785710e-03 0.000000e+00 energy 1.816697e+00 3.951384e-03 1.816697e-02 displacement 1.617282e+01 1.617282e+01 1.617282e-05 2 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 1.580192e-03 0.000000e+00 energy 1.816697e+00 1.964584e-03 1.816697e-02 displacement 1.617282e+01 4.023988e-01 1.743030e-05 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 4.682103e-04 0.000000e+00 energy 1.816697e+00 5.132114e-04 1.816697e-02 displacement 1.617282e+01 1.110348e-01 1.703098e-05 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 2.735210e-04 0.000000e+00 energy 1.816697e+00 5.267415e-04 1.816697e-02 displacement 1.617282e+01 1.657362e-01 1.714530e-05 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 8.917144e-05 0.000000e+00 energy 1.816697e+00 1.263897e-04 1.816697e-02 displacement 1.617282e+01 1.654632e-02 1.737757e-05 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 3.373139e-05 0.000000e+00 energy 1.816697e+00 4.222768e-05 1.816697e-02 displacement 1.617282e+01 1.140469e-02 1.760313e-05 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.364551 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 1.777291e-05 0.000000e+00 energy 1.816697e+00 1.841162e-05 1.816697e-02 displacement 1.617282e+01 6.141575e-03 1.773435e-05 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.315935 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 1.406305e-05 0.000000e+00 energy 1.816697e+00 1.176733e-05 1.816697e-02 displacement 1.617282e+01 8.686902e-04 1.776568e-05 9 Nonlinear solution status: time= 1.86 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 3.268635e-06 0.000000e+00 energy 1.816697e+00 1.974013e-06 1.816697e-02 displacement 1.617282e+01 2.863395e-04 1.778517e-05 10 Nonlinear solution status: time= 1.86 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 7.248961e-07 0.000000e+00 energy 1.816697e+00 1.025484e-06 1.816697e-02 displacement 1.617282e+01 1.247002e-04 1.778655e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 11 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 4.579567e-08 0.000000e+00 energy 1.816697e+00 5.185499e-08 1.816697e-02 displacement 1.617282e+01 4.943538e-05 1.780194e-05 12 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.219230e+00 6.546959e-09 0.000000e+00 energy 1.816697e+00 1.296371e-08 1.816697e-02 displacement 1.617282e+01 5.845779e-06 1.780519e-05 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097790 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 6.468678e+00 2.498226e-03 0.000000e+00 energy 1.858076e+00 1.675806e-04 1.858076e-02 displacement 1.649322e+01 1.649322e+01 1.649322e-05 2 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 4.691271e-04 0.000000e+00 energy 1.858076e+00 8.116445e-05 1.858076e-02 displacement 1.649322e+01 1.015202e-01 1.669655e-05 3 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 1.823443e-04 0.000000e+00 energy 1.858076e+00 9.676829e-05 1.858076e-02 displacement 1.649322e+01 7.360746e-02 1.689762e-05 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 6.468678e+00 1.660835e-04 0.000000e+00 energy 1.858076e+00 5.917057e-06 1.858076e-02 displacement 1.649322e+01 9.150636e-02 1.766222e-05 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 6.468678e+00 9.477928e-05 0.000000e+00 energy 1.858076e+00 2.923544e-05 1.858076e-02 displacement 1.649322e+01 4.013600e-02 1.821318e-05 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 6.468678e+00 7.105105e-05 0.000000e+00 energy 1.858076e+00 3.058086e-06 1.858076e-02 displacement 1.649322e+01 1.622383e-02 1.848780e-05 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 6.468678e+00 2.847454e-05 0.000000e+00 energy 1.858076e+00 1.402253e-05 1.858076e-02 displacement 1.649322e+01 5.317732e-03 1.848731e-05 8 Nonlinear solution status: time= 1.87 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 1.295217e-05 0.000000e+00 energy 1.858076e+00 5.213132e-06 1.858076e-02 displacement 1.649322e+01 2.290782e-03 1.838456e-05 9 Nonlinear solution status: time= 1.87 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 8.752429e-06 0.000000e+00 energy 1.858076e+00 2.826454e-06 1.858076e-02 displacement 1.649322e+01 4.866180e-03 1.845155e-05 10 Nonlinear solution status: time= 1.87 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.628640 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 2.359078e-05 0.000000e+00 energy 1.858076e+00 1.609417e-06 1.858076e-02 displacement 1.649322e+01 6.581231e-03 1.853851e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097772 11 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 1.280862e-07 0.000000e+00 energy 1.858076e+00 3.759851e-07 1.858076e-02 displacement 1.649322e+01 2.242924e-04 1.855762e-05 12 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.468678e+00 1.449552e-08 0.000000e+00 energy 1.858076e+00 4.113727e-08 1.858076e-02 displacement 1.649322e+01 1.815616e-05 1.856061e-05 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097772 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 6.717455e+00 2.628181e-03 0.000000e+00 energy 1.895130e+00 4.607123e-05 1.895130e-02 displacement 1.656714e+01 1.656714e+01 1.656714e-05 2 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 3.274815e-04 0.000000e+00 energy 1.895130e+00 4.710615e-04 1.895130e-02 displacement 1.656714e+01 1.593101e-01 1.692194e-05 3 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 7.188160e-04 0.000000e+00 energy 1.895130e+00 1.457986e-05 1.895130e-02 displacement 1.656714e+01 2.369543e-01 1.752768e-05 4 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 2.746187e-04 0.000000e+00 energy 1.895130e+00 3.848703e-05 1.895130e-02 displacement 1.656714e+01 4.277276e-02 1.788919e-05 5 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 7.050977e-05 0.000000e+00 energy 1.895130e+00 4.569360e-05 1.895130e-02 displacement 1.656714e+01 1.134067e-02 1.822340e-05 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 8.261443e-06 0.000000e+00 energy 1.895130e+00 6.010648e-06 1.895130e-02 displacement 1.656714e+01 3.122459e-03 1.811660e-05 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 5.070765e-06 0.000000e+00 energy 1.895130e+00 3.998578e-06 1.895130e-02 displacement 1.656714e+01 4.459114e-04 1.812628e-05 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 7.343022e-07 0.000000e+00 energy 1.895130e+00 1.918954e-07 1.895130e-02 displacement 1.656714e+01 3.358149e-04 1.816582e-05 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 2.854429e-07 0.000000e+00 energy 1.895130e+00 1.655590e-07 1.895130e-02 displacement 1.656714e+01 4.238444e-05 1.817130e-05 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 4.444528e-08 0.000000e+00 energy 1.895130e+00 1.474447e-08 1.895130e-02 displacement 1.656714e+01 2.093460e-05 1.816453e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097772 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.717455e+00 3.223913e-09 0.000000e+00 energy 1.895130e+00 6.575215e-09 1.895130e-02 displacement 1.656714e+01 3.041005e-06 1.816438e-05 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097772 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 6.841890e+00 2.336221e-03 0.000000e+00 energy 1.913341e+00 2.423356e-03 1.913341e-02 displacement 1.687277e+01 1.687277e+01 1.687277e-05 2 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 2.930698e-04 0.000000e+00 energy 1.913341e+00 1.251817e-04 1.913341e-02 displacement 1.687277e+01 1.044789e-01 1.737929e-05 3 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 1.756022e-04 0.000000e+00 energy 1.913341e+00 9.452540e-05 1.913341e-02 displacement 1.687277e+01 8.161297e-02 1.741003e-05 4 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 3.729029e-05 0.000000e+00 energy 1.913341e+00 7.744763e-06 1.913341e-02 displacement 1.687277e+01 1.473939e-02 1.770627e-05 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 2.097994e-05 0.000000e+00 energy 1.913341e+00 3.676792e-06 1.913341e-02 displacement 1.687277e+01 9.719322e-03 1.787538e-05 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 5.064786e-06 0.000000e+00 energy 1.913341e+00 4.422269e-06 1.913341e-02 displacement 1.687277e+01 1.102246e-03 1.787537e-05 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.624303 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 4.022511e-06 0.000000e+00 energy 1.913341e+00 3.135888e-06 1.913341e-02 displacement 1.687277e+01 2.441096e-04 1.787260e-05 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 1.002290e-06 0.000000e+00 energy 1.913341e+00 1.977292e-08 1.913341e-02 displacement 1.687277e+01 2.186722e-04 1.790403e-05 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 7.413143e-07 0.000000e+00 energy 1.913341e+00 8.468882e-07 1.913341e-02 displacement 1.687277e+01 1.247922e-04 1.791629e-05 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 7.440047e-08 0.000000e+00 energy 1.913341e+00 1.185573e-07 1.913341e-02 displacement 1.687277e+01 2.207142e-05 1.791230e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097754 11 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.841890e+00 1.343034e-09 0.000000e+00 energy 1.913341e+00 3.522588e-09 1.913341e-02 displacement 1.687277e+01 2.029152e-06 1.791437e-05 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097754 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 7.059470e+00 2.910221e-03 0.000000e+00 energy 1.939813e+00 6.377795e-03 1.939813e-02 displacement 1.722302e+01 1.722302e+01 1.722302e-05 2 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 1.529576e-04 0.000000e+00 energy 1.939813e+00 1.810852e-04 1.939813e-02 displacement 1.722302e+01 7.159860e-02 1.756892e-05 3 Nonlinear solution status: time= 1.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 1.549585e-04 0.000000e+00 energy 1.939813e+00 1.008486e-05 1.939813e-02 displacement 1.722302e+01 4.970267e-02 1.770563e-05 4 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 4.685313e-05 0.000000e+00 energy 1.939813e+00 9.347643e-06 1.939813e-02 displacement 1.722302e+01 3.562976e-02 1.801740e-05 5 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 1.988239e-05 0.000000e+00 energy 1.939813e+00 1.715867e-05 1.939813e-02 displacement 1.722302e+01 1.795431e-02 1.833848e-05 6 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 2.553402e-05 0.000000e+00 energy 1.939813e+00 8.072427e-06 1.939813e-02 displacement 1.722302e+01 2.185021e-02 1.863769e-05 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 1.068549e-05 0.000000e+00 energy 1.939813e+00 6.783555e-06 1.939813e-02 displacement 1.722302e+01 1.114585e-02 1.883974e-05 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 4.003633e-06 0.000000e+00 energy 1.939813e+00 3.389185e-08 1.939813e-02 displacement 1.722302e+01 7.788624e-03 1.891809e-05 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 7.732350e-07 0.000000e+00 energy 1.939813e+00 1.103533e-07 1.939813e-02 displacement 1.722302e+01 4.868227e-04 1.889159e-05 10 Nonlinear solution status: time= 1.9 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 3.067495e-07 0.000000e+00 energy 1.939813e+00 1.257641e-07 1.939813e-02 displacement 1.722302e+01 1.200321e-04 1.887874e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097700 11 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 2.605113e-08 0.000000e+00 energy 1.939813e+00 2.234732e-08 1.939813e-02 displacement 1.722302e+01 2.661670e-05 1.888892e-05 12 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.059470e+00 9.948967e-09 0.000000e+00 energy 1.939813e+00 1.425029e-08 1.939813e-02 displacement 1.722302e+01 7.626369e-06 1.889598e-05 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097700 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 7.170179e+00 3.781118e-03 0.000000e+00 energy 1.939821e+00 6.795152e-03 1.939821e-02 displacement 1.754079e+01 1.754079e+01 1.754079e-05 2 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 4.318073e-04 0.000000e+00 energy 1.939821e+00 4.187567e-04 1.939821e-02 displacement 1.754079e+01 1.173573e-01 1.782112e-05 3 Nonlinear solution status: time= 1.91 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 2.794611e-04 0.000000e+00 energy 1.939821e+00 1.082820e-04 1.939821e-02 displacement 1.754079e+01 1.423089e-01 1.815667e-05 4 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 2.020584e-04 0.000000e+00 energy 1.939821e+00 4.236013e-05 1.939821e-02 displacement 1.754079e+01 1.075326e-01 1.875290e-05 5 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 8.097455e-05 0.000000e+00 energy 1.939821e+00 2.827061e-05 1.939821e-02 displacement 1.754079e+01 5.834654e-02 1.930775e-05 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 7.757989e-06 0.000000e+00 energy 1.939821e+00 4.158990e-06 1.939821e-02 displacement 1.754079e+01 3.534946e-03 1.920402e-05 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 4.095945e-06 0.000000e+00 energy 1.939821e+00 1.254940e-06 1.939821e-02 displacement 1.754079e+01 9.617668e-04 1.919204e-05 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 1.780220e-06 0.000000e+00 energy 1.939821e+00 1.096118e-06 1.939821e-02 displacement 1.754079e+01 4.905939e-04 1.923854e-05 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 7.865026e-07 0.000000e+00 energy 1.939821e+00 2.760911e-07 1.939821e-02 displacement 1.754079e+01 1.114166e-03 1.929076e-05 10 Nonlinear solution status: time= 1.91 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 1.599509e-07 0.000000e+00 energy 1.939821e+00 2.798464e-08 1.939821e-02 displacement 1.754079e+01 5.857210e-05 1.928616e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097700 11 Nonlinear solution status: time= 1.91 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.170179e+00 1.296416e-08 0.000000e+00 energy 1.939821e+00 7.447975e-09 1.939821e-02 displacement 1.754079e+01 9.454486e-06 1.928288e-05 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097700 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 7.291783e+00 3.987191e-03 0.000000e+00 energy 1.945346e+00 1.227316e-02 1.945346e-02 displacement 1.780866e+01 1.780866e+01 1.780866e-05 2 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 1.379476e-03 0.000000e+00 energy 1.945346e+00 1.153172e-04 1.945346e-02 displacement 1.780866e+01 2.994972e-01 1.824843e-05 3 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 6.555721e-04 0.000000e+00 energy 1.945346e+00 1.261106e-05 1.945346e-02 displacement 1.780866e+01 1.644209e-01 1.824591e-05 4 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 3.414533e-04 0.000000e+00 energy 1.945346e+00 1.489547e-05 1.945346e-02 displacement 1.780866e+01 6.602219e-02 1.858627e-05 5 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 3.226768e-04 0.000000e+00 energy 1.945346e+00 1.435258e-04 1.945346e-02 displacement 1.780866e+01 1.151555e-01 1.967037e-05 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 4.889971e-05 0.000000e+00 energy 1.945346e+00 2.652573e-05 1.945346e-02 displacement 1.780866e+01 3.929079e-03 1.977645e-05 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.514515 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 1.628655e-05 0.000000e+00 energy 1.945346e+00 4.606856e-06 1.945346e-02 displacement 1.780866e+01 6.412540e-04 1.978127e-05 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 2.203981e-05 0.000000e+00 energy 1.945346e+00 1.251437e-05 1.945346e-02 displacement 1.780866e+01 1.965142e-03 1.979280e-05 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 1.002719e-05 0.000000e+00 energy 1.945346e+00 1.422428e-07 1.945346e-02 displacement 1.780866e+01 1.428878e-03 1.988480e-05 10 Nonlinear solution status: time= 1.92 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 2.443996e-06 0.000000e+00 energy 1.945346e+00 1.169468e-06 1.945346e-02 displacement 1.780866e+01 1.512636e-04 1.991056e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097610 11 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 3.673611e-07 0.000000e+00 energy 1.945346e+00 1.188490e-07 1.945346e-02 displacement 1.780866e+01 2.727005e-04 1.989732e-05 12 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 5.093599e-07 0.000000e+00 energy 1.945346e+00 5.319722e-08 1.945346e-02 displacement 1.780866e+01 1.513576e-04 1.990180e-05 13 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 1.907857e-07 0.000000e+00 energy 1.945346e+00 3.385316e-08 1.945346e-02 displacement 1.780866e+01 4.094571e-05 1.991850e-05 14 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 4.110099e-08 0.000000e+00 energy 1.945346e+00 2.950281e-08 1.945346e-02 displacement 1.780866e+01 2.302632e-05 1.992874e-05 15 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.291783e+00 3.898695e-08 0.000000e+00 energy 1.945346e+00 1.429157e-08 1.945346e-02 displacement 1.780866e+01 8.271535e-06 1.993417e-05 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097610 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 7.539034e+00 4.953027e-03 0.000000e+00 energy 1.970290e+00 1.382955e-02 1.970290e-02 displacement 1.836113e+01 1.836113e+01 1.836113e-05 2 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 6.515395e-04 0.000000e+00 energy 1.970290e+00 3.982270e-04 1.970290e-02 displacement 1.836113e+01 2.423914e-01 1.862674e-05 3 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 6.673230e-04 0.000000e+00 energy 1.970290e+00 9.707220e-05 1.970290e-02 displacement 1.836113e+01 3.322576e-01 1.953776e-05 4 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 6.262593e-04 0.000000e+00 energy 1.970290e+00 1.605350e-04 1.970290e-02 displacement 1.836113e+01 3.390940e-01 2.151333e-05 5 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.609177 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 6.922443e-04 0.000000e+00 energy 1.970290e+00 8.364225e-05 1.970290e-02 displacement 1.836113e+01 3.856339e-01 2.429793e-05 6 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 5.515637e-04 0.000000e+00 energy 1.970290e+00 8.794327e-05 1.970290e-02 displacement 1.836113e+01 2.832896e-01 2.739320e-05 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 3.757539e-04 0.000000e+00 energy 1.970290e+00 7.621728e-05 1.970290e-02 displacement 1.836113e+01 3.008136e-02 2.780856e-05 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 5.737448e-04 0.000000e+00 energy 1.970290e+00 3.642719e-05 1.970290e-02 displacement 1.836113e+01 1.125703e-01 2.888488e-05 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 9.424525e-04 0.000000e+00 energy 1.970290e+00 9.760537e-05 1.970290e-02 displacement 1.836113e+01 2.228260e-01 3.142579e-05 10 Nonlinear solution status: time= 1.93 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.624451 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 1.074047e-03 0.000000e+00 energy 1.970290e+00 4.045978e-06 1.970290e-02 displacement 1.836113e+01 2.332991e-01 3.466087e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 11 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 3.707569e-05 0.000000e+00 energy 1.970290e+00 7.559019e-06 1.970290e-02 displacement 1.836113e+01 4.191742e-02 3.504809e-05 12 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 1.242671e-05 0.000000e+00 energy 1.970290e+00 1.465228e-05 1.970290e-02 displacement 1.836113e+01 7.454133e-03 3.505522e-05 13 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 9.750795e-06 0.000000e+00 energy 1.970290e+00 1.022567e-05 1.970290e-02 displacement 1.836113e+01 1.268135e-02 3.485817e-05 14 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 1.390867e-06 0.000000e+00 energy 1.970290e+00 1.296289e-06 1.970290e-02 displacement 1.836113e+01 4.373548e-04 3.481621e-05 15 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 4.040403e-07 0.000000e+00 energy 1.970290e+00 5.496863e-07 1.970290e-02 displacement 1.836113e+01 2.138730e-04 3.477805e-05 16 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.539034e+00 1.385002e-07 0.000000e+00 energy 1.970290e+00 1.903556e-07 1.970290e-02 displacement 1.836113e+01 3.191405e-05 3.474617e-05 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 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 7.435727e+00 4.239499e-03 0.000000e+00 energy 1.946234e+00 4.571584e-03 1.946234e-02 displacement 1.858430e+01 1.858430e+01 1.858430e-05 2 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 7.337020e-04 0.000000e+00 energy 1.946234e+00 6.773605e-04 1.946234e-02 displacement 1.858430e+01 2.524782e-01 1.915623e-05 3 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 4.805414e-04 0.000000e+00 energy 1.946234e+00 1.869053e-04 1.946234e-02 displacement 1.858430e+01 2.820197e-01 2.009385e-05 4 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 1.670947e-04 0.000000e+00 energy 1.946234e+00 1.729816e-05 1.946234e-02 displacement 1.858430e+01 7.649264e-02 2.102648e-05 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 1.704924e-04 0.000000e+00 energy 1.946234e+00 2.204404e-05 1.946234e-02 displacement 1.858430e+01 8.465574e-02 2.219552e-05 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 1.507793e-04 0.000000e+00 energy 1.946234e+00 1.626533e-07 1.946234e-02 displacement 1.858430e+01 1.093353e-01 2.351711e-05 7 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 1.308302e-04 0.000000e+00 energy 1.946234e+00 5.238966e-05 1.946234e-02 displacement 1.858430e+01 5.369897e-02 2.460780e-05 8 Nonlinear solution status: time= 1.94 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 4.765296e-05 0.000000e+00 energy 1.946234e+00 2.145274e-05 1.946234e-02 displacement 1.858430e+01 5.635845e-03 2.442778e-05 9 Nonlinear solution status: time= 1.94 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 3.100638e-05 0.000000e+00 energy 1.946234e+00 1.254235e-05 1.946234e-02 displacement 1.858430e+01 6.733427e-03 2.404972e-05 10 Nonlinear solution status: time= 1.94 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 5.197899e-06 0.000000e+00 energy 1.946234e+00 1.016755e-06 1.946234e-02 displacement 1.858430e+01 2.311276e-03 2.426159e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097502 11 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.421990 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 2.060464e-06 0.000000e+00 energy 1.946234e+00 6.905900e-08 1.946234e-02 displacement 1.858430e+01 9.140254e-05 2.427538e-05 12 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 7.218490e-07 0.000000e+00 energy 1.946234e+00 3.758662e-08 1.946234e-02 displacement 1.858430e+01 2.430660e-04 2.432573e-05 13 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 9.485806e-07 0.000000e+00 energy 1.946234e+00 2.378092e-07 1.946234e-02 displacement 1.858430e+01 2.913671e-04 2.438704e-05 14 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 7.607268e-08 0.000000e+00 energy 1.946234e+00 1.069186e-07 1.946234e-02 displacement 1.858430e+01 1.027269e-04 2.442821e-05 15 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 1.727767e-08 0.000000e+00 energy 1.946234e+00 2.450403e-08 1.946234e-02 displacement 1.858430e+01 3.791426e-05 2.445634e-05 16 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 8.861484e-09 0.000000e+00 energy 1.946234e+00 1.078128e-08 1.946234e-02 displacement 1.858430e+01 3.377427e-05 2.448424e-05 17 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.435727e+00 7.829217e-10 0.000000e+00 energy 1.946234e+00 2.073501e-09 1.946234e-02 displacement 1.858430e+01 9.069785e-06 2.449891e-05 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097502 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 7.748497e+00 4.611109e-03 0.000000e+00 energy 1.990567e+00 3.057797e-03 1.990567e-02 displacement 1.883973e+01 1.883973e+01 1.883973e-05 2 Nonlinear solution status: time= 1.95 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 1.035847e-03 0.000000e+00 energy 1.990567e+00 6.513897e-04 1.990567e-02 displacement 1.883973e+01 2.672637e-01 1.946169e-05 3 Nonlinear solution status: time= 1.95 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.079299e-03 0.000000e+00 energy 1.990567e+00 2.652290e-06 1.990567e-02 displacement 1.883973e+01 5.982193e-01 2.154832e-05 4 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 6.313974e-04 0.000000e+00 energy 1.990567e+00 1.192359e-04 1.990567e-02 displacement 1.883973e+01 3.384639e-01 2.388630e-05 5 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.904813e-04 0.000000e+00 energy 1.990567e+00 3.786063e-05 1.990567e-02 displacement 1.883973e+01 1.554345e-01 2.577144e-05 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 6.632501e-04 0.000000e+00 energy 1.990567e+00 6.894090e-05 1.990567e-02 displacement 1.883973e+01 3.318794e-01 2.932319e-05 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.391211e-04 0.000000e+00 energy 1.990567e+00 1.200656e-05 1.990567e-02 displacement 1.883973e+01 6.645442e-02 3.086475e-05 8 Nonlinear solution status: time= 1.95 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.623086e-04 0.000000e+00 energy 1.990567e+00 7.818860e-05 1.990567e-02 displacement 1.883973e+01 4.216439e-02 2.964525e-05 9 Nonlinear solution status: time= 1.95 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 6.510700e-05 0.000000e+00 energy 1.990567e+00 1.589083e-05 1.990567e-02 displacement 1.883973e+01 6.034615e-03 2.995157e-05 10 Nonlinear solution status: time= 1.95 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 9.127704e-05 0.000000e+00 energy 1.990567e+00 2.309093e-05 1.990567e-02 displacement 1.883973e+01 1.579028e-02 3.081797e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097538 11 Nonlinear solution status: time= 1.95 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 1.624392e-05 0.000000e+00 energy 1.990567e+00 3.376634e-05 1.990567e-02 displacement 1.883973e+01 5.146976e-03 3.095023e-05 12 Nonlinear solution status: time= 1.95 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.544352e-05 0.000000e+00 energy 1.990567e+00 1.254474e-05 1.990567e-02 displacement 1.883973e+01 3.452041e-03 3.121029e-05 13 Nonlinear solution status: time= 1.95 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 1.458620e-06 0.000000e+00 energy 1.990567e+00 2.752433e-06 1.990567e-02 displacement 1.883973e+01 8.299402e-04 3.130403e-05 14 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.089542e-06 0.000000e+00 energy 1.990567e+00 9.357989e-07 1.990567e-02 displacement 1.883973e+01 1.920552e-03 3.148647e-05 15 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.630287 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 1.434075e-06 0.000000e+00 energy 1.990567e+00 5.823408e-07 1.990567e-02 displacement 1.883973e+01 1.285817e-03 3.167026e-05 16 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 5.655846e-07 0.000000e+00 energy 1.990567e+00 3.154362e-07 1.990567e-02 displacement 1.883973e+01 7.045687e-04 3.181507e-05 17 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.527214 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 6.957117e-07 0.000000e+00 energy 1.990567e+00 8.279226e-07 1.990567e-02 displacement 1.883973e+01 5.834793e-04 3.196993e-05 18 Nonlinear solution status: time= 1.95 stiffness updates = 7 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 1.515098e-07 0.000000e+00 energy 1.990567e+00 2.793243e-07 1.990567e-02 displacement 1.883973e+01 8.835220e-05 3.201956e-05 19 Nonlinear solution status: time= 1.95 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 8.420266e-08 0.000000e+00 energy 1.990567e+00 2.397997e-07 1.990567e-02 displacement 1.883973e+01 3.426727e-05 3.201383e-05 20 Nonlinear solution status: time= 1.95 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.748497e+00 2.452574e-08 0.000000e+00 energy 1.990567e+00 5.075347e-08 1.990567e-02 displacement 1.883973e+01 2.060588e-05 3.204209e-05 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097538 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 7.864142e+00 5.386976e-03 0.000000e+00 energy 1.967381e+00 7.015763e-03 1.967381e-02 displacement 1.926379e+01 1.926379e+01 1.926379e-05 2 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 6.419503e-03 0.000000e+00 energy 1.967381e+00 2.675543e-03 1.967381e-02 displacement 1.926379e+01 5.153191e-01 2.083558e-05 3 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 4.073979e-03 0.000000e+00 energy 1.967381e+00 1.980064e-04 1.967381e-02 displacement 1.926379e+01 2.360963e-01 2.034964e-05 4 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.208799e-03 0.000000e+00 energy 1.967381e+00 6.764481e-04 1.967381e-02 displacement 1.926379e+01 2.522584e-01 2.106918e-05 5 Nonlinear solution status: time= 1.96 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 7.797855e-04 0.000000e+00 energy 1.967381e+00 1.853246e-04 1.967381e-02 displacement 1.926379e+01 1.468767e-01 2.234827e-05 6 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 6.369182e-04 0.000000e+00 energy 1.967381e+00 5.748386e-06 1.967381e-02 displacement 1.926379e+01 8.988143e-02 2.326005e-05 7 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 5.958980e-04 0.000000e+00 energy 1.967381e+00 3.597899e-05 1.967381e-02 displacement 1.926379e+01 1.219381e-01 2.484498e-05 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 3.555251e-04 0.000000e+00 energy 1.967381e+00 8.463707e-05 1.967381e-02 displacement 1.926379e+01 1.262957e-01 2.647019e-05 9 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 6.636345e-04 0.000000e+00 energy 1.967381e+00 8.605965e-05 1.967381e-02 displacement 1.926379e+01 1.214430e-01 2.844705e-05 10 Nonlinear solution status: time= 1.96 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 5.621992e-05 0.000000e+00 energy 1.967381e+00 9.095268e-06 1.967381e-02 displacement 1.926379e+01 6.004234e-03 2.807325e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097538 11 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.401462e-05 0.000000e+00 energy 1.967381e+00 1.547364e-05 1.967381e-02 displacement 1.926379e+01 2.607232e-03 2.815499e-05 12 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 2.895793e-05 0.000000e+00 energy 1.967381e+00 3.811169e-06 1.967381e-02 displacement 1.926379e+01 5.930168e-03 2.860049e-05 13 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.860795e-05 0.000000e+00 energy 1.967381e+00 1.117844e-05 1.967381e-02 displacement 1.926379e+01 5.448383e-03 2.898046e-05 14 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.245854e-04 0.000000e+00 energy 1.967381e+00 5.779072e-07 1.967381e-02 displacement 1.926379e+01 1.997703e-01 3.140475e-05 15 Nonlinear solution status: time= 1.96 stiffness updates = 4 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 3.824754e-04 0.000000e+00 energy 1.967381e+00 1.196695e-05 1.967381e-02 displacement 1.926379e+01 1.150890e-01 3.341048e-05 16 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.411289 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.182238e-03 0.000000e+00 energy 1.967381e+00 2.532471e-05 1.967381e-02 displacement 1.926379e+01 2.897025e-01 3.690333e-05 17 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 7.857041e-04 0.000000e+00 energy 1.967381e+00 7.329988e-05 1.967381e-02 displacement 1.926379e+01 5.701939e-02 3.828141e-05 18 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 6.512418e-04 0.000000e+00 energy 1.967381e+00 1.959305e-04 1.967381e-02 displacement 1.926379e+01 1.572772e-01 4.110030e-05 19 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.248582 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 3.023781e-03 0.000000e+00 energy 1.967381e+00 2.623283e-04 1.967381e-02 displacement 1.926379e+01 3.494204e-01 4.601460e-05 20 Nonlinear solution status: time= 1.96 stiffness updates = 9 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.754747e-03 0.000000e+00 energy 1.967381e+00 4.977169e-04 1.967381e-02 displacement 1.926379e+01 1.648798e-01 4.327156e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 21 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 24 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 5.027528e-05 0.000000e+00 energy 1.967381e+00 4.285897e-05 1.967381e-02 displacement 1.926379e+01 2.556869e-02 4.362343e-05 22 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 3.041009e-05 0.000000e+00 energy 1.967381e+00 1.939202e-05 1.967381e-02 displacement 1.926379e+01 5.558233e-03 4.415629e-05 23 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 26 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 5.727935e-06 0.000000e+00 energy 1.967381e+00 8.175860e-06 1.967381e-02 displacement 1.926379e+01 1.394413e-03 4.427341e-05 24 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 4.285401e-06 0.000000e+00 energy 1.967381e+00 8.422645e-06 1.967381e-02 displacement 1.926379e+01 8.650533e-04 4.432547e-05 25 Nonlinear solution status: time= 1.96 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 3.934980e-07 0.000000e+00 energy 1.967381e+00 1.201803e-06 1.967381e-02 displacement 1.926379e+01 1.393639e-04 4.440670e-05 26 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 29 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 1.035069e-07 0.000000e+00 energy 1.967381e+00 1.892456e-08 1.967381e-02 displacement 1.926379e+01 6.067489e-05 4.445723e-05 27 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 30 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 2.697323e-07 0.000000e+00 energy 1.967381e+00 2.289963e-07 1.967381e-02 displacement 1.926379e+01 1.746734e-04 4.457363e-05 28 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 31 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.864142e+00 2.243974e-08 0.000000e+00 energy 1.967381e+00 6.018694e-08 1.967381e-02 displacement 1.926379e+01 1.259552e-05 4.460531e-05 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 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 8.241873e+00 4.939944e-03 0.000000e+00 energy 2.004210e+00 9.453842e-03 2.004210e-02 displacement 1.940125e+01 1.940125e+01 1.940125e-05 2 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 8.525979e-04 0.000000e+00 energy 2.004210e+00 7.254236e-04 2.004210e-02 displacement 1.940125e+01 2.286217e-01 1.988448e-05 3 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.807284e-03 0.000000e+00 energy 2.004210e+00 7.068284e-05 2.004210e-02 displacement 1.940125e+01 5.120699e-01 2.129826e-05 4 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 5.944046e-04 0.000000e+00 energy 2.004210e+00 8.026443e-05 2.004210e-02 displacement 1.940125e+01 2.479897e-01 2.279748e-05 5 Nonlinear solution status: time= 1.97 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 2.818391e-04 0.000000e+00 energy 2.004210e+00 4.326361e-05 2.004210e-02 displacement 1.940125e+01 1.568535e-01 2.444641e-05 6 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 6.437579e-04 0.000000e+00 energy 2.004210e+00 3.033650e-04 2.004210e-02 displacement 1.940125e+01 2.848264e-01 2.737263e-05 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 8.934516e-05 0.000000e+00 energy 2.004210e+00 4.614644e-05 2.004210e-02 displacement 1.940125e+01 3.084231e-02 2.632677e-05 8 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.515016 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 6.553353e-05 0.000000e+00 energy 2.004210e+00 2.631581e-05 2.004210e-02 displacement 1.940125e+01 3.675780e-03 2.632494e-05 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 8.241873e+00 9.067780e-05 0.000000e+00 energy 2.004210e+00 4.949204e-06 2.004210e-02 displacement 1.940125e+01 1.640847e-02 2.684552e-05 10 Nonlinear solution status: time= 1.97 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.309952e-04 0.000000e+00 energy 2.004210e+00 3.761903e-05 2.004210e-02 displacement 1.940125e+01 1.432275e-02 2.722702e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 11 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.032429e-05 0.000000e+00 energy 2.004210e+00 1.984633e-05 2.004210e-02 displacement 1.940125e+01 2.276907e-03 2.720669e-05 12 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 3.771855e-05 0.000000e+00 energy 2.004210e+00 2.307089e-05 2.004210e-02 displacement 1.940125e+01 3.828854e-03 2.712560e-05 13 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.553528e-06 0.000000e+00 energy 2.004210e+00 4.238457e-06 2.004210e-02 displacement 1.940125e+01 4.883381e-04 2.705331e-05 14 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 2.519894e-06 0.000000e+00 energy 2.004210e+00 1.836758e-06 2.004210e-02 displacement 1.940125e+01 8.728618e-04 2.698776e-05 15 Nonlinear solution status: time= 1.97 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 6.497406e-07 0.000000e+00 energy 2.004210e+00 1.002452e-06 2.004210e-02 displacement 1.940125e+01 3.379882e-04 2.696266e-05 16 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.407412e-06 0.000000e+00 energy 2.004210e+00 1.162485e-07 2.004210e-02 displacement 1.940125e+01 3.827487e-03 2.689273e-05 17 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.054610e-06 0.000000e+00 energy 2.004210e+00 4.269735e-07 2.004210e-02 displacement 1.940125e+01 1.314842e-03 2.687745e-05 18 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.790812e-07 0.000000e+00 energy 2.004210e+00 4.530433e-07 2.004210e-02 displacement 1.940125e+01 1.577879e-04 2.691082e-05 19 Nonlinear solution status: time= 1.97 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 3.056899e-07 0.000000e+00 energy 2.004210e+00 5.796082e-08 2.004210e-02 displacement 1.940125e+01 1.353139e-03 2.698368e-05 20 Nonlinear solution status: time= 1.97 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 5.265378e-08 0.000000e+00 energy 2.004210e+00 2.567198e-08 2.004210e-02 displacement 1.940125e+01 3.910452e-05 2.700386e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 21 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.241873e+00 1.912324e-09 0.000000e+00 energy 2.004210e+00 4.145974e-09 2.004210e-02 displacement 1.940125e+01 2.384839e-06 2.700960e-05 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 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 8.457804e+00 4.933264e-03 0.000000e+00 energy 2.020250e+00 9.694195e-03 2.020250e-02 displacement 1.951346e+01 1.951346e+01 1.951346e-05 2 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 5.228786e-04 0.000000e+00 energy 2.020250e+00 5.627445e-04 2.020250e-02 displacement 1.951346e+01 1.683272e-01 1.972047e-05 3 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 3.667692e-04 0.000000e+00 energy 2.020250e+00 1.733304e-04 2.020250e-02 displacement 1.951346e+01 1.770338e-01 2.004687e-05 4 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 2.645693e-04 0.000000e+00 energy 2.020250e+00 1.828138e-04 2.020250e-02 displacement 1.951346e+01 1.779383e-01 2.076515e-05 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 7.057597e-04 0.000000e+00 energy 2.020250e+00 1.587352e-04 2.020250e-02 displacement 1.951346e+01 4.256537e-01 2.237310e-05 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 1.048491e-04 0.000000e+00 energy 2.020250e+00 4.386502e-05 2.020250e-02 displacement 1.951346e+01 2.582815e-02 2.209263e-05 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 1.298283e-04 0.000000e+00 energy 2.020250e+00 1.457168e-05 2.020250e-02 displacement 1.951346e+01 3.777177e-02 2.208149e-05 8 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 6.322340e-05 0.000000e+00 energy 2.020250e+00 1.787374e-05 2.020250e-02 displacement 1.951346e+01 1.939245e-02 2.210397e-05 9 Nonlinear solution status: time= 1.98 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 4.086485e-05 0.000000e+00 energy 2.020250e+00 4.818078e-06 2.020250e-02 displacement 1.951346e+01 9.544610e-03 2.179648e-05 10 Nonlinear solution status: time= 1.98 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 1.524767e-05 0.000000e+00 energy 2.020250e+00 5.911014e-06 2.020250e-02 displacement 1.951346e+01 6.509404e-03 2.162513e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 11 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 3.070160e-07 0.000000e+00 energy 2.020250e+00 2.282024e-08 2.020250e-02 displacement 1.951346e+01 4.365858e-04 2.168470e-05 12 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 1.624290e-07 0.000000e+00 energy 2.020250e+00 1.075361e-08 2.020250e-02 displacement 1.951346e+01 9.631270e-05 2.170712e-05 13 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 5.043367e-08 0.000000e+00 energy 2.020250e+00 1.856002e-08 2.020250e-02 displacement 1.951346e+01 5.263063e-05 2.171761e-05 14 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.457804e+00 9.186293e-09 0.000000e+00 energy 2.020250e+00 9.803048e-09 2.020250e-02 displacement 1.951346e+01 5.460000e-06 2.171917e-05 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097556 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 8.735521e+00 5.700718e-03 0.000000e+00 energy 2.040250e+00 4.526371e-03 2.040250e-02 displacement 1.961838e+01 1.961838e+01 1.961838e-05 2 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.735521e+00 6.196323e-04 0.000000e+00 energy 2.040250e+00 5.579575e-04 2.040250e-02 displacement 1.961838e+01 1.955393e-01 2.004080e-05 3 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.735521e+00 4.395778e-04 0.000000e+00 energy 2.040250e+00 1.399793e-04 2.040250e-02 displacement 1.961838e+01 2.099516e-01 2.041791e-05 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.735521e+00 7.184573e-05 0.000000e+00 energy 2.040250e+00 2.909212e-05 2.040250e-02 displacement 1.961838e+01 5.911064e-02 2.083910e-05 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 8.735521e+00 2.825355e-05 0.000000e+00 energy 2.040250e+00 3.912933e-06 2.040250e-02 displacement 1.961838e+01 2.136184e-02 2.120261e-05 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 8.735521e+00 1.229757e-05 0.000000e+00 energy 2.040250e+00 7.999713e-07 2.040250e-02 displacement 1.961838e+01 5.285210e-03 2.133850e-05 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 8.735521e+00 7.144223e-06 0.000000e+00 energy 2.040250e+00 3.687058e-06 2.040250e-02 displacement 1.961838e+01 1.845031e-03 2.135447e-05 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 8.735521e+00 4.529137e-06 0.000000e+00 energy 2.040250e+00 1.140253e-06 2.040250e-02 displacement 1.961838e+01 5.905609e-04 2.134369e-05 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 8.735521e+00 4.690260e-07 0.000000e+00 energy 2.040250e+00 2.925544e-07 2.040250e-02 displacement 1.961838e+01 1.200112e-04 2.134297e-05 10 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.735521e+00 8.689020e-08 0.000000e+00 energy 2.040250e+00 1.107819e-08 2.040250e-02 displacement 1.961838e+01 3.921541e-05 2.134956e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097610 11 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.735521e+00 7.129843e-09 0.000000e+00 energy 2.040250e+00 1.372142e-08 2.040250e-02 displacement 1.961838e+01 6.350996e-06 2.134996e-05 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 008LA_Quad_run8.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 91 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097610 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 9.002484e+00 5.620710e-03 0.000000e+00 energy 2.061597e+00 4.002259e-03 2.061597e-02 displacement 2.000071e+01 2.000071e+01 2.000071e-05 2 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 5.894524e-04 0.000000e+00 energy 2.061597e+00 4.155430e-04 2.061597e-02 displacement 2.000071e+01 1.778128e-01 2.026623e-05 3 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 5.464297e-04 0.000000e+00 energy 2.061597e+00 1.194674e-04 2.061597e-02 displacement 2.000071e+01 1.568872e-01 2.046897e-05 4 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 2.462560e-04 0.000000e+00 energy 2.061597e+00 1.626172e-05 2.061597e-02 displacement 2.000071e+01 7.184554e-02 2.091990e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 7.590012e-05 0.000000e+00 energy 2.061597e+00 8.252818e-06 2.061597e-02 displacement 2.000071e+01 2.944899e-02 2.122235e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 3.015309e-05 0.000000e+00 energy 2.061597e+00 3.174702e-06 2.061597e-02 displacement 2.000071e+01 1.170997e-02 2.150547e-05 7 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 1.288739e-05 0.000000e+00 energy 2.061597e+00 7.169835e-06 2.061597e-02 displacement 2.000071e+01 7.700094e-03 2.171496e-05 8 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 9.856926e-06 0.000000e+00 energy 2.061597e+00 5.806650e-07 2.061597e-02 displacement 2.000071e+01 1.789302e-03 2.162149e-05 9 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 2.961146e-06 0.000000e+00 energy 2.061597e+00 1.372102e-06 2.061597e-02 displacement 2.000071e+01 3.113689e-03 2.146405e-05 10 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 7.181649e-07 0.000000e+00 energy 2.061597e+00 3.298112e-07 2.061597e-02 displacement 2.000071e+01 1.703731e-04 2.149016e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 410766 Nr of nonzeroes in stiffness matrix ....... : 31097664 11 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 1.370909e-07 0.000000e+00 energy 2.061597e+00 1.934482e-07 2.061597e-02 displacement 2.000071e+01 8.973460e-05 2.150651e-05 12 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 3.962999e-07 0.000000e+00 energy 2.061597e+00 1.429005e-07 2.061597e-02 displacement 2.000071e+01 2.339630e-04 2.153045e-05 13 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 4.075696e-07 0.000000e+00 energy 2.061597e+00 1.517826e-07 2.061597e-02 displacement 2.000071e+01 1.697363e-04 2.154415e-05 14 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.002484e+00 6.504355e-08 0.000000e+00 energy 2.061597e+00 1.140609e-07 2.061597e-02 displacement 2.000071e+01 1.840922e-05 2.153517e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 008LA_Quad_run8.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 91 Total number of equilibrium iterations ............ : 1059 Average number of equilibrium iterations .......... : 11.6374 Total number of right hand evaluations ............ : 1448 Total number of stiffness reformations ............ : 158 Time in linear solver: 1:34:46 Elapsed time : 2:00:55 N O R M A L T E R M I N A T I O N