=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_UL/008UL_Quad_run2.feb ...SUCCESS! ]0;(step 1/2: 0%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 9.413133e-19 9.820795e-19 0.000000e+00 energy 1.979134e-20 5.194201e-21 1.979134e-22 displacement 7.980919e-21 7.980919e-21 7.980919e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 9.820795e-19 1.507301e-18 0.000000e+00 energy 1.663892e-20 1.133934e-20 1.663892e-22 displacement 4.977797e-21 4.977797e-21 4.977797e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.507301e-18 1.511969e-18 0.000000e+00 energy 2.266901e-20 1.159460e-20 2.266901e-22 displacement 5.074778e-21 5.074778e-21 5.074778e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.511969e-18 1.523916e-18 0.000000e+00 energy 2.277214e-20 1.166468e-20 2.277214e-22 displacement 5.102248e-21 5.102248e-21 5.102248e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.523916e-18 1.532312e-18 0.000000e+00 energy 2.284121e-20 1.173968e-20 2.284121e-22 displacement 5.124668e-21 5.124668e-21 5.124668e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.532312e-18 1.514177e-18 0.000000e+00 energy 2.293790e-20 1.168452e-20 2.293790e-22 displacement 5.154416e-21 5.154416e-21 5.154416e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.514177e-18 1.516089e-18 0.000000e+00 energy 2.274381e-20 1.154153e-20 2.274381e-22 displacement 5.137320e-21 5.137320e-21 5.137320e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.516089e-18 1.525879e-18 0.000000e+00 energy 2.274992e-20 1.163103e-20 2.274992e-22 displacement 5.139579e-21 5.139579e-21 5.139579e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.525879e-18 1.513199e-18 0.000000e+00 energy 2.283931e-20 1.165705e-20 2.283931e-22 displacement 5.130292e-21 5.130292e-21 5.130292e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.513199e-18 1.517883e-18 0.000000e+00 energy 2.281996e-20 1.162317e-20 2.281996e-22 displacement 5.128530e-21 5.128530e-21 5.128530e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.517883e-18 1.526819e-18 0.000000e+00 energy 2.285058e-20 1.173537e-20 2.285058e-22 displacement 5.127315e-21 5.127315e-21 5.127315e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.526819e-18 1.513915e-18 0.000000e+00 energy 2.293588e-20 1.172631e-20 2.293588e-22 displacement 5.108578e-21 5.108578e-21 5.108578e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 008UL_Quad_run2.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: 0:18:25 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.513915e-18 1.527323e-18 0.000000e+00 energy 2.282053e-20 1.165353e-20 2.282053e-22 displacement 5.100777e-21 5.100777e-21 5.100777e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.527323e-18 1.516858e-18 0.000000e+00 energy 2.287266e-20 1.168814e-20 2.287266e-22 displacement 5.140883e-21 5.140883e-21 5.140883e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.516858e-18 1.518521e-18 0.000000e+00 energy 2.286237e-20 1.168932e-20 2.286237e-22 displacement 5.130188e-21 5.130188e-21 5.130188e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.518521e-18 1.520036e-18 0.000000e+00 energy 2.287751e-20 1.162035e-20 2.287751e-22 displacement 5.190472e-21 5.190472e-21 5.190472e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.520036e-18 1.528639e-18 0.000000e+00 energy 2.282551e-20 1.174173e-20 2.282551e-22 displacement 5.132099e-21 5.132099e-21 5.132099e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.528639e-18 1.509075e-18 0.000000e+00 energy 2.291267e-20 1.166182e-20 2.291267e-22 displacement 5.114073e-21 5.114073e-21 5.114073e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.509075e-18 1.513463e-18 0.000000e+00 energy 2.282361e-20 1.166707e-20 2.282361e-22 displacement 5.163061e-21 5.163061e-21 5.163061e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.513463e-18 1.515784e-18 0.000000e+00 energy 2.281930e-20 1.158647e-20 2.281930e-22 displacement 5.175657e-21 5.175657e-21 5.175657e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.515784e-18 1.519911e-18 0.000000e+00 energy 2.281402e-20 1.167701e-20 2.281402e-22 displacement 5.146318e-21 5.146318e-21 5.146318e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.519911e-18 1.521821e-18 0.000000e+00 energy 2.278070e-20 1.161839e-20 2.278070e-22 displacement 5.109778e-21 5.109778e-21 5.109778e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.521821e-18 1.516315e-18 0.000000e+00 energy 2.283180e-20 1.168424e-20 2.283180e-22 displacement 5.121311e-21 5.121311e-21 5.121311e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.516315e-18 1.514093e-18 0.000000e+00 energy 2.282946e-20 1.161950e-20 2.282946e-22 displacement 5.118008e-21 5.118008e-21 5.118008e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.514093e-18 1.519836e-18 0.000000e+00 energy 2.274876e-20 1.161820e-20 2.274876e-22 displacement 5.124665e-21 5.124665e-21 5.124665e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.519836e-18 1.518179e-18 0.000000e+00 energy 2.279435e-20 1.168687e-20 2.279435e-22 displacement 5.094141e-21 5.094141e-21 5.094141e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.23 ]0;(step 2/2: 23%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.518179e-18 1.519658e-18 0.000000e+00 energy 2.289668e-20 1.166767e-20 2.289668e-22 displacement 5.132669e-21 5.132669e-21 5.132669e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.24 ]0;(step 2/2: 24%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.519658e-18 1.511064e-18 0.000000e+00 energy 2.290372e-20 1.161947e-20 2.290372e-22 displacement 5.159091e-21 5.159091e-21 5.159091e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.25 ]0;(step 2/2: 25%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.511064e-18 1.524388e-18 0.000000e+00 energy 2.279521e-20 1.162992e-20 2.279521e-22 displacement 5.107589e-21 5.107589e-21 5.107589e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.26 ]0;(step 2/2: 26%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.524388e-18 1.503697e-18 0.000000e+00 energy 2.290596e-20 1.166540e-20 2.290596e-22 displacement 5.127528e-21 5.127528e-21 5.127528e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.27 ]0;(step 2/2: 27%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.503697e-18 1.517730e-18 0.000000e+00 energy 2.274253e-20 1.156594e-20 2.274253e-22 displacement 5.176833e-21 5.176833e-21 5.176833e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.28 ]0;(step 2/2: 28%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.517730e-18 1.524883e-18 0.000000e+00 energy 2.279373e-20 1.165995e-20 2.279373e-22 displacement 5.148112e-21 5.148112e-21 5.148112e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.29 ]0;(step 2/2: 29%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.524883e-18 1.516194e-18 0.000000e+00 energy 2.285977e-20 1.160839e-20 2.285977e-22 displacement 5.112966e-21 5.112966e-21 5.112966e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.3 ]0;(step 2/2: 30%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.516194e-18 1.524735e-18 0.000000e+00 energy 2.280721e-20 1.169968e-20 2.280721e-22 displacement 5.126212e-21 5.126212e-21 5.126212e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.31 ]0;(step 2/2: 31%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.524735e-18 1.513262e-18 0.000000e+00 energy 2.292486e-20 1.166642e-20 2.292486e-22 displacement 5.128369e-21 5.128369e-21 5.128369e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.32 ]0;(step 2/2: 32%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.513262e-18 1.517860e-18 0.000000e+00 energy 2.277998e-20 1.158001e-20 2.277998e-22 displacement 5.102605e-21 5.102605e-21 5.102605e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.33 ]0;(step 2/2: 33%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.517860e-18 1.516330e-18 0.000000e+00 energy 2.277464e-20 1.167325e-20 2.277464e-22 displacement 5.083261e-21 5.083261e-21 5.083261e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.34 ]0;(step 2/2: 34%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.516330e-18 1.519255e-18 0.000000e+00 energy 2.278808e-20 1.158365e-20 2.278808e-22 displacement 5.096771e-21 5.096771e-21 5.096771e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.35 ]0;(step 2/2: 35%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 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 1.519255e-18 1.525594e-18 0.000000e+00 energy 2.282414e-20 1.168705e-20 2.282414e-22 displacement 5.138254e-21 5.138254e-21 5.138254e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.36 ]0;(step 2/2: 36%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663135 1 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.525594e-18 1.353854e+00 0.000000e+00 energy 2.291686e-20 1.790040e-14 2.291686e-22 displacement 5.139255e-21 1.284814e-21 1.284814e-27 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663297 2 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.353854e+00 1.520232e-02 0.000000e+00 energy 1.790040e-14 6.164172e-03 1.790040e-16 displacement 5.139255e-21 6.463650e-01 6.463650e-07 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663243 3 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 7.491881e-04 0.000000e+00 energy 6.164172e-03 8.304449e-05 6.164172e-05 displacement 5.139255e-21 1.146534e+00 1.731332e-07 4 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 2.893827e-05 0.000000e+00 energy 6.164172e-03 1.088317e-05 6.164172e-05 displacement 5.139255e-21 8.844681e-03 1.341700e-07 5 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 1.187160e-05 0.000000e+00 energy 6.164172e-03 4.968049e-06 6.164172e-05 displacement 5.139255e-21 6.714822e-04 1.259802e-07 6 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 2.678913e-06 0.000000e+00 energy 6.164172e-03 7.951598e-07 6.164172e-05 displacement 5.139255e-21 8.501617e-05 1.240879e-07 7 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 1.042114e-06 0.000000e+00 energy 6.164172e-03 1.180776e-07 6.164172e-05 displacement 5.139255e-21 2.704911e-05 1.250035e-07 8 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 3.977668e-07 0.000000e+00 energy 6.164172e-03 1.983615e-09 6.164172e-05 displacement 5.139255e-21 8.236055e-06 1.253909e-07 9 Nonlinear solution status: time= 1.37 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 3.947900e-07 0.000000e+00 energy 6.164172e-03 4.112167e-08 6.164172e-05 displacement 5.139255e-21 2.564014e-06 1.256343e-07 10 Nonlinear solution status: time= 1.37 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 7.901141e-08 0.000000e+00 energy 6.164172e-03 1.509987e-09 6.164172e-05 displacement 5.139255e-21 2.718198e-06 1.250732e-07 11 Nonlinear solution status: time= 1.37 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 2.050451e-09 0.000000e+00 energy 6.164172e-03 3.220107e-09 6.164172e-05 displacement 5.139255e-21 2.004775e-06 1.247760e-07 12 Nonlinear solution status: time= 1.37 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.520232e-02 1.017861e-12 0.000000e+00 energy 6.164172e-03 1.447485e-11 6.164172e-05 displacement 5.139255e-21 3.076103e-08 1.248136e-07 ------- converged at time : 1.37 ]0;(step 2/2: 37%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663243 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 3.128320e-03 0.000000e+00 energy 2.090136e-01 6.537154e-03 2.090136e-03 displacement 5.931449e-01 5.931449e-01 5.931449e-07 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 2.761800e-03 0.000000e+00 energy 2.090136e-01 1.391424e-03 2.090136e-03 displacement 5.931449e-01 2.572802e-02 7.974097e-07 3 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 2.607314e-04 0.000000e+00 energy 2.090136e-01 3.397964e-04 2.090136e-03 displacement 5.931449e-01 5.512884e-03 7.040330e-07 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.396039 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 1.980301e-04 0.000000e+00 energy 2.090136e-01 7.188860e-05 2.090136e-03 displacement 5.931449e-01 1.384850e-03 6.620899e-07 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.348923 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 1.728753e-05 0.000000e+00 energy 2.090136e-01 1.724233e-05 2.090136e-03 displacement 5.931449e-01 4.450094e-04 6.342370e-07 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.166683 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 5.146810e-06 0.000000e+00 energy 2.090136e-01 6.672010e-08 2.090136e-03 displacement 5.931449e-01 3.115267e-05 6.294019e-07 7 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 8.131061e-07 0.000000e+00 energy 2.090136e-01 1.913350e-07 2.090136e-03 displacement 5.931449e-01 1.903475e-05 6.267262e-07 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.417733e+00 5.366999e-08 0.000000e+00 energy 2.090136e-01 2.222938e-08 2.090136e-03 displacement 5.931449e-01 2.925083e-07 6.260519e-07 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663243 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 6.846726e+00 3.213164e-03 0.000000e+00 energy 4.948932e-01 3.758163e-03 4.948932e-03 displacement 6.685295e-01 6.685295e-01 6.685295e-07 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846726e+00 3.547344e-05 0.000000e+00 energy 4.948932e-01 6.550934e-06 4.948932e-03 displacement 6.685295e-01 1.560815e-03 6.993474e-07 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846726e+00 8.390427e-06 0.000000e+00 energy 4.948932e-01 3.475033e-07 4.948932e-03 displacement 6.685295e-01 1.416875e-03 6.618868e-07 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846726e+00 7.755114e-07 0.000000e+00 energy 4.948932e-01 5.059218e-08 4.948932e-03 displacement 6.685295e-01 1.861315e-05 6.573842e-07 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846726e+00 4.288266e-08 0.000000e+00 energy 4.948932e-01 7.244563e-09 4.948932e-03 displacement 6.685295e-01 1.195414e-05 6.607534e-07 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.846726e+00 1.889530e-09 0.000000e+00 energy 4.948932e-01 3.335791e-10 4.948932e-03 displacement 6.685295e-01 2.267446e-08 6.608918e-07 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663243 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 6.925175e+00 3.308589e-03 0.000000e+00 energy 4.962318e-01 3.464394e-03 4.962318e-03 displacement 6.700449e-01 6.700449e-01 6.700449e-07 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.925175e+00 3.255862e-05 0.000000e+00 energy 4.962318e-01 2.651965e-06 4.962318e-03 displacement 6.700449e-01 1.234539e-03 6.973873e-07 3 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.925175e+00 7.144975e-06 0.000000e+00 energy 4.962318e-01 2.112142e-07 4.962318e-03 displacement 6.700449e-01 1.583210e-03 6.590875e-07 4 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.925175e+00 3.420120e-07 0.000000e+00 energy 4.962318e-01 1.819042e-08 4.962318e-03 displacement 6.700449e-01 1.804514e-05 6.549061e-07 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.925175e+00 1.071821e-08 0.000000e+00 energy 4.962318e-01 1.465800e-09 4.962318e-03 displacement 6.700449e-01 8.455790e-06 6.576675e-07 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.925175e+00 4.924402e-10 0.000000e+00 energy 4.962318e-01 5.495434e-11 4.962318e-03 displacement 6.700449e-01 3.810724e-08 6.578426e-07 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663243 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 6.995418e+00 3.008022e-02 0.000000e+00 energy 4.969870e-01 2.026172e-02 4.969870e-03 displacement 6.694870e-01 6.694870e-01 6.694870e-07 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621913 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 5.023893e-02 0.000000e+00 energy 4.969870e-01 2.712940e-02 4.969870e-03 displacement 6.694870e-01 1.565140e+00 4.036121e-06 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 6.995418e+00 4.922325e-03 0.000000e+00 energy 4.969870e-01 5.596301e-03 4.969870e-03 displacement 6.694870e-01 2.574853e-01 2.305409e-06 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 6.995418e+00 1.189616e-02 0.000000e+00 energy 4.969870e-01 1.056692e-04 4.969870e-03 displacement 6.694870e-01 5.565396e-01 6.735183e-07 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.574436 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 2.786411e-03 0.000000e+00 energy 4.969870e-01 3.694346e-05 4.969870e-03 displacement 6.694870e-01 1.607788e-03 6.539896e-07 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 1.080749e-02 0.000000e+00 energy 4.969870e-01 1.204730e-03 4.969870e-03 displacement 6.694870e-01 7.679911e-02 1.119525e-06 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 6.929423e-04 0.000000e+00 energy 4.969870e-01 1.936859e-04 4.969870e-03 displacement 6.694870e-01 1.128212e-02 9.354379e-07 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.531081 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 3.131055e-04 0.000000e+00 energy 4.969870e-01 2.727779e-05 4.969870e-03 displacement 6.694870e-01 7.710522e-04 8.945231e-07 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 1.804187e-04 0.000000e+00 energy 4.969870e-01 5.027092e-05 4.969870e-03 displacement 6.694870e-01 9.693194e-04 9.246375e-07 10 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 4.112081e-05 0.000000e+00 energy 4.969870e-01 1.827840e-05 4.969870e-03 displacement 6.694870e-01 6.797012e-04 9.093071e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663387 11 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 3.491339e-07 0.000000e+00 energy 4.969870e-01 1.729090e-07 4.969870e-03 displacement 6.694870e-01 1.626869e-04 9.204818e-07 12 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.995418e+00 1.775381e-09 0.000000e+00 energy 4.969870e-01 1.768580e-09 4.969870e-03 displacement 6.694870e-01 2.577613e-07 9.209537e-07 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663387 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 7.656544e+00 2.845117e-03 0.000000e+00 energy 6.317947e-01 2.186186e-03 6.317947e-03 displacement 1.273464e+00 1.273464e+00 1.273464e-06 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.656544e+00 1.546057e-04 0.000000e+00 energy 6.317947e-01 4.820447e-05 6.317947e-03 displacement 1.273464e+00 9.840400e-04 1.245464e-06 3 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.656544e+00 1.422885e-04 0.000000e+00 energy 6.317947e-01 3.411220e-05 6.317947e-03 displacement 1.273464e+00 4.852449e-03 1.134087e-06 4 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.656544e+00 4.555749e-05 0.000000e+00 energy 6.317947e-01 8.691269e-06 6.317947e-03 displacement 1.273464e+00 2.710076e-03 1.047465e-06 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.656544e+00 3.566566e-06 0.000000e+00 energy 6.317947e-01 1.422908e-06 6.317947e-03 displacement 1.273464e+00 5.753919e-04 1.070025e-06 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.656544e+00 1.842793e-07 0.000000e+00 energy 6.317947e-01 1.101007e-08 6.317947e-03 displacement 1.273464e+00 1.725019e-04 1.085529e-06 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.656544e+00 2.655659e-09 0.000000e+00 energy 6.317947e-01 2.791222e-10 6.317947e-03 displacement 1.273464e+00 3.269470e-07 1.086406e-06 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663387 1 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 4.918341e-02 0.000000e+00 energy 5.333302e-01 3.357832e-02 5.333302e-03 displacement 1.120125e+00 1.120125e+00 1.120125e-06 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.441797 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 1.971245e-01 0.000000e+00 energy 5.333302e-01 6.709020e-02 5.333302e-03 displacement 1.120125e+00 1.392880e+00 4.510703e-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 5.532621e+00 4.419992e-02 0.000000e+00 energy 5.333302e-01 2.532491e-03 5.333302e-03 displacement 1.120125e+00 2.106681e-01 3.620459e-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 5.532621e+00 8.423511e-02 0.000000e+00 energy 5.333302e-01 6.468202e-03 5.333302e-03 displacement 1.120125e+00 7.001223e-01 1.255513e-06 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 3.387281e-02 0.000000e+00 energy 5.333302e-01 5.515835e-03 5.333302e-03 displacement 1.120125e+00 1.398320e-01 1.767009e-06 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.629300 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 5.044816e-02 0.000000e+00 energy 5.333302e-01 7.690708e-03 5.333302e-03 displacement 1.120125e+00 3.379467e-01 3.448168e-06 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 1.365621e-02 0.000000e+00 energy 5.333302e-01 1.846390e-03 5.333302e-03 displacement 1.120125e+00 2.554200e-01 1.975496e-06 8 Nonlinear solution status: time= 1.43 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.159142 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 5.641749e-03 0.000000e+00 energy 5.333302e-01 1.184246e-04 5.333302e-03 displacement 1.120125e+00 8.861416e-02 1.433531e-06 9 Nonlinear solution status: time= 1.43 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.594622 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 2.190121e-03 0.000000e+00 energy 5.333302e-01 6.742805e-05 5.333302e-03 displacement 1.120125e+00 2.250033e-03 1.354147e-06 10 Nonlinear solution status: time= 1.43 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 8.766618e-04 0.000000e+00 energy 5.333302e-01 1.078837e-04 5.333302e-03 displacement 1.120125e+00 7.585934e-03 1.471443e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663459 11 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 1.784460e-07 0.000000e+00 energy 5.333302e-01 5.196792e-07 5.333302e-03 displacement 1.120125e+00 7.341320e-04 1.437699e-06 12 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.532621e+00 1.033509e-10 0.000000e+00 energy 5.333302e-01 4.320722e-11 5.333302e-03 displacement 1.120125e+00 2.047026e-07 1.438476e-06 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663459 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 9.996287e+00 1.379993e-02 0.000000e+00 energy 8.164435e-01 7.964647e-03 8.164435e-03 displacement 1.735735e+00 1.735735e+00 1.735735e-06 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.579646 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 5.062753e-02 0.000000e+00 energy 8.164435e-01 1.354773e-02 8.164435e-03 displacement 1.735735e+00 1.047600e+00 4.888930e-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 9.996287e+00 6.102606e-03 0.000000e+00 energy 8.164435e-01 2.780015e-03 8.164435e-03 displacement 1.735735e+00 9.465916e-02 3.719671e-06 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.468879 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 1.302201e-03 0.000000e+00 energy 8.164435e-01 1.151693e-03 8.164435e-03 displacement 1.735735e+00 1.661198e-01 2.462830e-06 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.359610 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 4.038684e-04 0.000000e+00 energy 8.164435e-01 3.310654e-04 8.164435e-03 displacement 1.735735e+00 2.231117e-02 2.094508e-06 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.302205 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 2.334370e-04 0.000000e+00 energy 8.164435e-01 1.010836e-04 8.164435e-03 displacement 1.735735e+00 4.009670e-03 1.949323e-06 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 6.725508e-05 0.000000e+00 energy 8.164435e-01 3.676874e-05 8.164435e-03 displacement 1.735735e+00 6.694594e-04 2.012994e-06 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 1.995507e-06 0.000000e+00 energy 8.164435e-01 3.144739e-08 8.164435e-03 displacement 1.735735e+00 1.100882e-04 1.989445e-06 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.996287e+00 6.765689e-08 0.000000e+00 energy 8.164435e-01 3.532971e-09 8.164435e-03 displacement 1.735735e+00 3.382072e-07 1.990474e-06 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663459 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 1.157711e+01 5.563930e-03 0.000000e+00 energy 9.405472e-01 4.907272e-03 9.405472e-03 displacement 2.367312e+00 2.367312e+00 2.367312e-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 1.157711e+01 1.239273e-03 0.000000e+00 energy 9.405472e-01 3.876978e-04 9.405472e-03 displacement 2.367312e+00 4.525497e-03 2.414676e-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 1.157711e+01 7.974565e-04 0.000000e+00 energy 9.405472e-01 5.015022e-05 9.405472e-03 displacement 2.367312e+00 2.052149e-03 2.314305e-06 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.477697 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 6.583605e-04 0.000000e+00 energy 9.405472e-01 1.469819e-04 9.405472e-03 displacement 2.367312e+00 1.234587e-03 2.283371e-06 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 6.120920e-05 0.000000e+00 energy 9.405472e-01 7.851645e-06 9.405472e-03 displacement 2.367312e+00 4.492127e-04 2.295232e-06 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.583057 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 3.300699e-05 0.000000e+00 energy 9.405472e-01 1.235596e-06 9.405472e-03 displacement 2.367312e+00 1.711603e-04 2.263343e-06 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 1.471507e-05 0.000000e+00 energy 9.405472e-01 3.598102e-07 9.405472e-03 displacement 2.367312e+00 2.640926e-05 2.266564e-06 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 3.765639e-06 0.000000e+00 energy 9.405472e-01 8.908219e-07 9.405472e-03 displacement 2.367312e+00 2.514423e-05 2.268465e-06 9 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.605154 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 4.377702e-06 0.000000e+00 energy 9.405472e-01 5.592571e-07 9.405472e-03 displacement 2.367312e+00 2.802216e-06 2.271892e-06 10 Nonlinear solution status: time= 1.45 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 1.208143e-06 0.000000e+00 energy 9.405472e-01 2.846689e-07 9.405472e-03 displacement 2.367312e+00 1.219475e-05 2.266758e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663531 11 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157711e+01 6.484948e-10 0.000000e+00 energy 9.405472e-01 1.127166e-09 9.405472e-03 displacement 2.367312e+00 1.903526e-06 2.268374e-06 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663531 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 1.521793e+01 2.279025e-02 0.000000e+00 energy 1.268512e+00 6.452939e-03 1.268512e-02 displacement 3.071904e+00 3.071904e+00 3.071904e-06 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.543909 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 1.118292e-01 0.000000e+00 energy 1.268512e+00 2.735993e-02 1.268512e-02 displacement 3.071904e+00 1.233739e+00 7.268768e-06 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 1.521793e+01 8.836180e-03 0.000000e+00 energy 1.268512e+00 5.162368e-03 1.268512e-02 displacement 3.071904e+00 1.253665e-01 5.657060e-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 1.521793e+01 3.785242e-03 0.000000e+00 energy 1.268512e+00 1.525181e-03 1.268512e-02 displacement 3.071904e+00 6.462929e-01 2.827998e-06 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 3.451644e-04 0.000000e+00 energy 1.268512e+00 2.405496e-04 1.268512e-02 displacement 3.071904e+00 2.114902e-02 3.268044e-06 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 5.085046e-04 0.000000e+00 energy 1.268512e+00 2.109178e-04 1.268512e-02 displacement 3.071904e+00 1.910118e-03 3.213356e-06 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 8.713374e-05 0.000000e+00 energy 1.268512e+00 7.516142e-05 1.268512e-02 displacement 3.071904e+00 7.109151e-04 3.226893e-06 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 2.105840e-05 0.000000e+00 energy 1.268512e+00 7.803321e-06 1.268512e-02 displacement 3.071904e+00 2.919076e-04 3.177908e-06 9 Nonlinear solution status: time= 1.46 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 2.376947e-06 0.000000e+00 energy 1.268512e+00 8.334157e-07 1.268512e-02 displacement 3.071904e+00 6.030055e-05 3.196535e-06 10 Nonlinear solution status: time= 1.46 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.521793e+01 5.704782e-09 0.000000e+00 energy 1.268512e+00 6.243048e-09 1.268512e-02 displacement 3.071904e+00 2.658865e-06 3.194128e-06 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663531 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 1.584116e+01 6.390520e-03 0.000000e+00 energy 1.340628e+00 6.446284e-03 1.340628e-02 displacement 3.600684e+00 3.600684e+00 3.600684e-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 1.584116e+01 1.253416e-03 0.000000e+00 energy 1.340628e+00 8.286657e-04 1.340628e-02 displacement 3.600684e+00 2.415614e-02 3.748295e-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 1.584116e+01 1.630388e-04 0.000000e+00 energy 1.340628e+00 2.128502e-04 1.340628e-02 displacement 3.600684e+00 6.617275e-03 3.533012e-06 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.442158 convergence norms : INITIAL CURRENT REQUIRED residual 1.584116e+01 3.615311e-05 0.000000e+00 energy 1.340628e+00 2.738480e-05 1.340628e-02 displacement 3.600684e+00 1.187358e-03 3.447796e-06 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.201795 convergence norms : INITIAL CURRENT REQUIRED residual 1.584116e+01 1.076390e-05 0.000000e+00 energy 1.340628e+00 1.166127e-05 1.340628e-02 displacement 3.600684e+00 1.904662e-04 3.430787e-06 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.281210 convergence norms : INITIAL CURRENT REQUIRED residual 1.584116e+01 6.011829e-06 0.000000e+00 energy 1.340628e+00 4.087694e-06 1.340628e-02 displacement 3.600684e+00 4.833896e-05 3.420666e-06 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.137202 convergence norms : INITIAL CURRENT REQUIRED residual 1.584116e+01 4.382118e-06 0.000000e+00 energy 1.340628e+00 9.150691e-07 1.340628e-02 displacement 3.600684e+00 5.314949e-06 3.417254e-06 8 Nonlinear solution status: time= 1.47 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.584116e+01 4.261000e-07 0.000000e+00 energy 1.340628e+00 7.032134e-08 1.340628e-02 displacement 3.600684e+00 9.914115e-06 3.411693e-06 9 Nonlinear solution status: time= 1.47 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.584116e+01 9.062610e-09 0.000000e+00 energy 1.340628e+00 1.332400e-09 1.340628e-02 displacement 3.600684e+00 2.025804e-07 3.412730e-06 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663531 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 1.683606e+01 2.076067e-02 0.000000e+00 energy 1.472081e+00 1.810662e-02 1.472081e-02 displacement 3.824692e+00 3.824692e+00 3.824692e-06 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.600973 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 3.556500e-02 0.000000e+00 energy 1.472081e+00 1.375056e-02 1.472081e-02 displacement 3.824692e+00 3.766029e-01 5.765597e-06 3 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 4.580061e-03 0.000000e+00 energy 1.472081e+00 1.084382e-03 1.472081e-02 displacement 3.824692e+00 2.294828e-02 5.602650e-06 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.542715 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 7.180249e-03 0.000000e+00 energy 1.472081e+00 1.590151e-03 1.472081e-02 displacement 3.824692e+00 7.859765e-02 4.598869e-06 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.370973 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 3.498912e-03 0.000000e+00 energy 1.472081e+00 5.432641e-04 1.472081e-02 displacement 3.824692e+00 1.419877e-02 4.200840e-06 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.185683 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 2.269207e-03 0.000000e+00 energy 1.472081e+00 7.522419e-05 1.472081e-02 displacement 3.824692e+00 1.978763e-03 4.057914e-06 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 1.258923e-04 0.000000e+00 energy 1.472081e+00 6.875766e-05 1.472081e-02 displacement 3.824692e+00 1.525386e-03 3.971120e-06 8 Nonlinear solution status: time= 1.48 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.469996 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 5.922145e-05 0.000000e+00 energy 1.472081e+00 7.798518e-06 1.472081e-02 displacement 3.824692e+00 2.272304e-04 3.933091e-06 9 Nonlinear solution status: time= 1.48 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.452626 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 2.689682e-05 0.000000e+00 energy 1.472081e+00 2.400464e-06 1.472081e-02 displacement 3.824692e+00 3.945898e-05 3.932466e-06 10 Nonlinear solution status: time= 1.48 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 6.090051e-06 0.000000e+00 energy 1.472081e+00 1.395258e-06 1.472081e-02 displacement 3.824692e+00 8.539929e-05 3.949627e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663639 11 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 7.349797e-09 0.000000e+00 energy 1.472081e+00 2.236106e-08 1.472081e-02 displacement 3.824692e+00 1.428271e-05 3.940681e-06 12 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.683606e+01 1.450992e-10 0.000000e+00 energy 1.472081e+00 3.115627e-10 1.472081e-02 displacement 3.824692e+00 1.334757e-08 3.940506e-06 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663639 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 2.101838e+01 7.965697e-03 0.000000e+00 energy 1.782749e+00 5.027945e-03 1.782749e-02 displacement 4.358119e+00 4.358119e+00 4.358119e-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 2.101838e+01 2.528609e-03 0.000000e+00 energy 1.782749e+00 1.292965e-03 1.782749e-02 displacement 4.358119e+00 2.072484e-02 4.587050e-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 2.101838e+01 4.546018e-04 0.000000e+00 energy 1.782749e+00 3.223304e-04 1.782749e-02 displacement 4.358119e+00 6.629693e-03 4.321579e-06 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.486239 convergence norms : INITIAL CURRENT REQUIRED residual 2.101838e+01 5.138805e-05 0.000000e+00 energy 1.782749e+00 4.768604e-05 1.782749e-02 displacement 4.358119e+00 8.216884e-04 4.269475e-06 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.446702 convergence norms : INITIAL CURRENT REQUIRED residual 2.101838e+01 2.590952e-05 0.000000e+00 energy 1.782749e+00 8.483410e-06 1.782749e-02 displacement 4.358119e+00 6.037723e-05 4.253627e-06 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.101838e+01 3.361282e-06 0.000000e+00 energy 1.782749e+00 9.682382e-07 1.782749e-02 displacement 4.358119e+00 2.976144e-05 4.240631e-06 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.629390 convergence norms : INITIAL CURRENT REQUIRED residual 2.101838e+01 7.562845e-07 0.000000e+00 energy 1.782749e+00 1.423848e-07 1.782749e-02 displacement 4.358119e+00 7.184557e-06 4.243080e-06 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.101838e+01 8.647155e-08 0.000000e+00 energy 1.782749e+00 1.819290e-08 1.782749e-02 displacement 4.358119e+00 1.037478e-06 4.245008e-06 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663747 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 2.599893e+01 8.339317e-03 0.000000e+00 energy 2.027470e+00 3.076200e-03 2.027470e-02 displacement 4.609584e+00 4.609584e+00 4.609584e-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 2.599893e+01 1.646541e-03 0.000000e+00 energy 2.027470e+00 1.012002e-03 2.027470e-02 displacement 4.609584e+00 1.151449e-02 4.794584e-06 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 2.599893e+01 6.031892e-04 0.000000e+00 energy 2.027470e+00 1.303619e-05 2.027470e-02 displacement 4.609584e+00 1.113129e-02 4.475327e-06 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.494029 convergence norms : INITIAL CURRENT REQUIRED residual 2.599893e+01 1.216162e-04 0.000000e+00 energy 2.027470e+00 2.186699e-05 2.027470e-02 displacement 4.609584e+00 3.186998e-03 4.327565e-06 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.525821 convergence norms : INITIAL CURRENT REQUIRED residual 2.599893e+01 5.843802e-05 0.000000e+00 energy 2.027470e+00 4.924419e-06 2.027470e-02 displacement 4.609584e+00 1.132691e-04 4.302409e-06 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.582250 convergence norms : INITIAL CURRENT REQUIRED residual 2.599893e+01 1.061310e-05 0.000000e+00 energy 2.027470e+00 1.134991e-06 2.027470e-02 displacement 4.609584e+00 2.948657e-05 4.299922e-06 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599893e+01 2.053168e-06 0.000000e+00 energy 2.027470e+00 6.192851e-07 2.027470e-02 displacement 4.609584e+00 1.653599e-05 4.312669e-06 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599893e+01 7.766109e-07 0.000000e+00 energy 2.027470e+00 2.731533e-07 2.027470e-02 displacement 4.609584e+00 2.446483e-06 4.314568e-06 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 008UL_Quad_run2.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 ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663747 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 2.952382e+01 3.629554e-02 0.000000e+00 energy 2.269671e+00 2.958994e-02 2.269671e-02 displacement 4.751312e+00 4.751312e+00 4.751312e-06 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.631300 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 3.965801e-02 0.000000e+00 energy 2.269671e+00 1.936959e-02 2.269671e-02 displacement 4.751312e+00 9.355375e-01 8.796442e-06 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 5.411485e-03 0.000000e+00 energy 2.269671e+00 4.358488e-03 2.269671e-02 displacement 4.751312e+00 1.123111e-01 7.366986e-06 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.335852 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 3.239151e-03 0.000000e+00 energy 2.269671e+00 2.072992e-03 2.269671e-02 displacement 4.751312e+00 9.038886e-02 6.046382e-06 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.191073 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 1.317293e-03 0.000000e+00 energy 2.269671e+00 7.406578e-04 2.269671e-02 displacement 4.751312e+00 1.688166e-02 5.545532e-06 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.299842 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 6.372704e-04 0.000000e+00 energy 2.269671e+00 3.152044e-04 2.269671e-02 displacement 4.751312e+00 1.014773e-02 5.201411e-06 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.248992 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 2.552851e-04 0.000000e+00 energy 2.269671e+00 1.259727e-04 2.269671e-02 displacement 4.751312e+00 4.647779e-03 4.971994e-06 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.205616 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 1.190196e-04 0.000000e+00 energy 2.269671e+00 6.411373e-05 2.269671e-02 displacement 4.751312e+00 9.869415e-04 4.875742e-06 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.094981 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 1.415687e-04 0.000000e+00 energy 2.269671e+00 1.583720e-05 2.269671e-02 displacement 4.751312e+00 8.648306e-05 4.847120e-06 10 Nonlinear solution status: time= 1.51 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.524926 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 3.656923e-05 0.000000e+00 energy 2.269671e+00 2.879737e-06 2.269671e-02 displacement 4.751312e+00 1.450706e-05 4.845271e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663747 11 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 9.846843e-09 0.000000e+00 energy 2.269671e+00 2.543049e-08 2.269671e-02 displacement 4.751312e+00 2.583564e-05 4.853535e-06 12 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.952382e+01 1.354498e-11 0.000000e+00 energy 2.269671e+00 2.752208e-11 2.269671e-02 displacement 4.751312e+00 1.331518e-08 4.853606e-06 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663747 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 3.546122e+01 1.395209e-02 0.000000e+00 energy 2.697504e+00 1.881582e-02 2.697504e-02 displacement 5.854191e+00 5.854191e+00 5.854191e-06 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.546122e+01 1.266207e-02 0.000000e+00 energy 2.697504e+00 5.255121e-03 2.697504e-02 displacement 5.854191e+00 1.054313e-01 7.138557e-06 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.546122e+01 1.389555e-03 0.000000e+00 energy 2.697504e+00 1.232038e-03 2.697504e-02 displacement 5.854191e+00 3.323982e-02 6.389922e-06 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.472511 convergence norms : INITIAL CURRENT REQUIRED residual 3.546122e+01 2.295143e-04 0.000000e+00 energy 2.697504e+00 3.016494e-04 2.697504e-02 displacement 5.854191e+00 1.136762e-02 5.970801e-06 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.404834 convergence norms : INITIAL CURRENT REQUIRED residual 3.546122e+01 6.960118e-05 0.000000e+00 energy 2.697504e+00 4.496778e-05 2.697504e-02 displacement 5.854191e+00 2.094646e-03 5.808351e-06 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 3.546122e+01 1.050422e-05 0.000000e+00 energy 2.697504e+00 3.885642e-06 2.697504e-02 displacement 5.854191e+00 8.193328e-05 5.814267e-06 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.553698 convergence norms : INITIAL CURRENT REQUIRED residual 3.546122e+01 3.753938e-06 0.000000e+00 energy 2.697504e+00 8.033512e-07 2.697504e-02 displacement 5.854191e+00 1.520999e-05 5.816405e-06 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.546122e+01 1.487935e-07 0.000000e+00 energy 2.697504e+00 5.616210e-08 2.697504e-02 displacement 5.854191e+00 3.193938e-06 5.810791e-06 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663801 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 3.040124e+01 1.517282e-02 0.000000e+00 energy 2.620210e+00 3.133561e-02 2.620210e-02 displacement 6.238261e+00 6.238261e+00 6.238261e-06 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.628784 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 4.664843e-03 0.000000e+00 energy 2.620210e+00 3.409937e-03 2.620210e-02 displacement 6.238261e+00 1.294450e-01 7.640076e-06 3 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 8.129822e-04 0.000000e+00 energy 2.620210e+00 7.803603e-04 2.620210e-02 displacement 6.238261e+00 3.391229e-02 6.853779e-06 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.520915 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 1.333031e-04 0.000000e+00 energy 2.620210e+00 1.951023e-04 2.620210e-02 displacement 6.238261e+00 1.903492e-02 6.303676e-06 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.434967 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 1.501968e-04 0.000000e+00 energy 2.620210e+00 5.477137e-05 2.620210e-02 displacement 6.238261e+00 2.360202e-03 6.130594e-06 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 1.166014e-04 0.000000e+00 energy 2.620210e+00 3.798158e-05 2.620210e-02 displacement 6.238261e+00 2.810943e-04 6.101981e-06 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 7.547596e-05 0.000000e+00 energy 2.620210e+00 3.117922e-05 2.620210e-02 displacement 6.238261e+00 3.567945e-04 6.154470e-06 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 6.426876e-05 0.000000e+00 energy 2.620210e+00 2.314472e-05 2.620210e-02 displacement 6.238261e+00 1.809475e-04 6.164860e-06 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 1.581974e-05 0.000000e+00 energy 2.620210e+00 2.928430e-06 2.620210e-02 displacement 6.238261e+00 3.353205e-04 6.105127e-06 10 Nonlinear solution status: time= 1.53 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.507005 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 9.499769e-06 0.000000e+00 energy 2.620210e+00 2.488692e-06 2.620210e-02 displacement 6.238261e+00 4.372826e-05 6.094677e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663873 11 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 1.176450e-08 0.000000e+00 energy 2.620210e+00 5.390461e-09 2.620210e-02 displacement 6.238261e+00 9.842569e-06 6.093795e-06 12 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.040124e+01 4.281477e-11 0.000000e+00 energy 2.620210e+00 6.449149e-11 2.620210e-02 displacement 6.238261e+00 1.940690e-08 6.093979e-06 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663873 1 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 6.378089e-01 0.000000e+00 energy 2.953378e+00 1.305815e-01 2.953378e-02 displacement 6.396465e+00 6.396465e+00 6.396465e-06 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.191097 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 2.515989e+00 0.000000e+00 energy 2.953378e+00 2.663193e-01 2.953378e-02 displacement 6.396465e+00 1.613326e+01 3.840685e-05 3 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 1.637628e+00 0.000000e+00 energy 2.953378e+00 1.042199e-02 2.953378e-02 displacement 6.396465e+00 4.939293e-01 4.147532e-05 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 1.255390e+00 0.000000e+00 energy 2.953378e+00 3.826910e-02 2.953378e-02 displacement 6.396465e+00 3.004266e+00 2.322778e-05 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 2.800436e-01 0.000000e+00 energy 2.953378e+00 5.639605e-03 2.953378e-02 displacement 6.396465e+00 2.677544e+00 1.229690e-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 3.519189e+01 1.156128e-01 0.000000e+00 energy 2.953378e+00 4.186837e-03 2.953378e-02 displacement 6.396465e+00 3.454302e-01 1.004856e-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 3.519189e+01 6.597269e-02 0.000000e+00 energy 2.953378e+00 3.753535e-03 2.953378e-02 displacement 6.396465e+00 1.445994e-01 8.034091e-06 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.495060 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 2.876735e-02 0.000000e+00 energy 2.953378e+00 8.938022e-04 2.953378e-02 displacement 6.396465e+00 2.579031e-02 7.397445e-06 9 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.220060 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 1.754576e-02 0.000000e+00 energy 2.953378e+00 2.798892e-04 2.953378e-02 displacement 6.396465e+00 1.192621e-02 7.674728e-06 10 Nonlinear solution status: time= 1.54 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.341334 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 1.033097e-02 0.000000e+00 energy 2.953378e+00 3.188959e-04 2.953378e-02 displacement 6.396465e+00 2.237129e-03 7.652815e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663981 11 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 2.792837e-03 0.000000e+00 energy 2.953378e+00 5.237704e-04 2.953378e-02 displacement 6.396465e+00 9.791352e-03 7.280879e-06 12 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.417591 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 2.912527e-03 0.000000e+00 energy 2.953378e+00 4.104134e-04 2.953378e-02 displacement 6.396465e+00 2.037999e-03 7.353961e-06 13 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 1.315697e-03 0.000000e+00 energy 2.953378e+00 3.253040e-04 2.953378e-02 displacement 6.396465e+00 1.961826e-02 7.867743e-06 14 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 4.150148e-04 0.000000e+00 energy 2.953378e+00 4.583418e-05 2.953378e-02 displacement 6.396465e+00 3.899132e-03 7.622941e-06 15 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 4.178076e-04 0.000000e+00 energy 2.953378e+00 8.110398e-05 2.953378e-02 displacement 6.396465e+00 3.536006e-03 7.382308e-06 16 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 4.615802e-06 0.000000e+00 energy 2.953378e+00 4.630137e-06 2.953378e-02 displacement 6.396465e+00 3.867948e-04 7.463478e-06 17 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 1.910285e-06 0.000000e+00 energy 2.953378e+00 8.070127e-07 2.953378e-02 displacement 6.396465e+00 4.020939e-05 7.441067e-06 18 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 2.224907e-07 0.000000e+00 energy 2.953378e+00 9.933610e-08 2.953378e-02 displacement 6.396465e+00 3.709437e-05 7.422709e-06 19 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.519189e+01 9.538385e-09 0.000000e+00 energy 2.953378e+00 5.275477e-09 2.953378e-02 displacement 6.396465e+00 3.081657e-07 7.422764e-06 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663981 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 4.073497e+01 5.436386e-01 0.000000e+00 energy 3.365203e+00 9.372220e-02 3.365203e-02 displacement 8.577536e+00 8.577536e+00 8.577536e-06 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.345640 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 2.436627e+00 0.000000e+00 energy 3.365203e+00 3.499993e-01 3.365203e-02 displacement 8.577536e+00 1.196398e+01 3.484413e-05 3 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 1.129030e+00 0.000000e+00 energy 3.365203e+00 3.193444e-03 3.365203e-02 displacement 8.577536e+00 1.297493e+00 4.286596e-05 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 7.162776e-01 0.000000e+00 energy 3.365203e+00 3.386399e-02 3.365203e-02 displacement 8.577536e+00 5.481297e+00 1.931353e-05 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.614877 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 4.219061e-01 0.000000e+00 energy 3.365203e+00 1.192662e-02 3.365203e-02 displacement 8.577536e+00 1.431844e+00 1.180475e-05 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 1.167452e-01 0.000000e+00 energy 3.365203e+00 9.427038e-04 3.365203e-02 displacement 8.577536e+00 2.282746e-01 1.026265e-05 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 3.256751e-02 0.000000e+00 energy 3.365203e+00 1.878081e-03 3.365203e-02 displacement 8.577536e+00 3.763917e-02 1.059174e-05 8 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 4.334457e-02 0.000000e+00 energy 3.365203e+00 8.701799e-04 3.365203e-02 displacement 8.577536e+00 8.664042e-02 1.034272e-05 9 Nonlinear solution status: time= 1.55 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.423208 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 2.629545e-02 0.000000e+00 energy 3.365203e+00 1.747842e-04 3.365203e-02 displacement 8.577536e+00 8.432958e-03 9.871299e-06 10 Nonlinear solution status: time= 1.55 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.556431 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 4.987695e-02 0.000000e+00 energy 3.365203e+00 2.621746e-03 3.365203e-02 displacement 8.577536e+00 5.437792e-02 9.503562e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57663945 11 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.112593 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 3.606676e-02 0.000000e+00 energy 3.365203e+00 3.568948e-07 3.365203e-02 displacement 8.577536e+00 9.457372e-03 9.064211e-06 12 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.099783 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 2.214505e-02 0.000000e+00 energy 3.365203e+00 6.305178e-05 3.365203e-02 displacement 8.577536e+00 2.811982e-03 8.908420e-06 13 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.586276 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 2.855538e-03 0.000000e+00 energy 3.365203e+00 1.031856e-03 3.365203e-02 displacement 8.577536e+00 1.689768e-02 9.169141e-06 14 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 8.747468e-04 0.000000e+00 energy 3.365203e+00 7.386236e-05 3.365203e-02 displacement 8.577536e+00 2.262910e-03 9.042403e-06 15 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.394964 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 6.183472e-04 0.000000e+00 energy 3.365203e+00 9.908436e-05 3.365203e-02 displacement 8.577536e+00 6.362866e-04 8.945713e-06 16 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 5.357951e-05 0.000000e+00 energy 3.365203e+00 9.682177e-06 3.365203e-02 displacement 8.577536e+00 2.794740e-04 8.956674e-06 17 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 9.638924e-07 0.000000e+00 energy 3.365203e+00 4.530621e-07 3.365203e-02 displacement 8.577536e+00 4.322057e-05 8.932116e-06 18 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073497e+01 2.658661e-07 0.000000e+00 energy 3.365203e+00 1.780410e-07 3.365203e-02 displacement 8.577536e+00 2.580798e-06 8.934589e-06 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664053 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 4.567247e+01 9.211111e-03 0.000000e+00 energy 3.843722e+00 1.911984e-04 3.843722e-02 displacement 1.039864e+01 1.039864e+01 1.039864e-05 2 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.567247e+01 6.446939e-04 0.000000e+00 energy 3.843722e+00 3.989552e-05 3.843722e-02 displacement 1.039864e+01 2.512029e-02 9.775428e-06 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.613115 convergence norms : INITIAL CURRENT REQUIRED residual 4.567247e+01 4.165481e-04 0.000000e+00 energy 3.843722e+00 5.940011e-06 3.843722e-02 displacement 1.039864e+01 2.716195e-03 9.611937e-06 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.453844 convergence norms : INITIAL CURRENT REQUIRED residual 4.567247e+01 1.662357e-04 0.000000e+00 energy 3.843722e+00 1.398359e-05 3.843722e-02 displacement 1.039864e+01 1.105390e-03 9.447211e-06 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.567247e+01 6.704480e-05 0.000000e+00 energy 3.843722e+00 8.721672e-06 3.843722e-02 displacement 1.039864e+01 1.111286e-03 9.286820e-06 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 4.567247e+01 6.213781e-06 0.000000e+00 energy 3.843722e+00 3.521719e-06 3.843722e-02 displacement 1.039864e+01 6.959223e-04 9.406091e-06 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 4.567247e+01 4.913815e-06 0.000000e+00 energy 3.843722e+00 8.053101e-07 3.843722e-02 displacement 1.039864e+01 3.021596e-05 9.386864e-06 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.403105 convergence norms : INITIAL CURRENT REQUIRED residual 4.567247e+01 1.990503e-06 0.000000e+00 energy 3.843722e+00 3.836178e-07 3.843722e-02 displacement 1.039864e+01 2.626465e-05 9.363076e-06 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.222657 convergence norms : INITIAL CURRENT REQUIRED residual 4.567247e+01 1.199750e-06 0.000000e+00 energy 3.843722e+00 5.888767e-08 3.843722e-02 displacement 1.039864e+01 2.286307e-06 9.355957e-06 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664053 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 4.764255e+01 5.909615e-01 0.000000e+00 energy 3.909320e+00 1.196516e-01 3.909320e-02 displacement 1.143026e+01 1.143026e+01 1.143026e-05 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.335717 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 2.479687e+00 0.000000e+00 energy 3.909320e+00 3.114573e-01 3.909320e-02 displacement 1.143026e+01 1.314785e+01 4.060184e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 2.443288e+00 0.000000e+00 energy 3.909320e+00 1.736669e-02 3.909320e-02 displacement 1.143026e+01 6.166245e-01 3.458303e-05 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 1.319244e+00 0.000000e+00 energy 3.909320e+00 5.683859e-02 3.909320e-02 displacement 1.143026e+01 3.925486e+00 1.807779e-05 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 2.029583e-01 0.000000e+00 energy 3.909320e+00 1.433668e-03 3.909320e-02 displacement 1.143026e+01 6.352930e-01 1.424855e-05 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 1.869421e-01 0.000000e+00 energy 3.909320e+00 1.661923e-02 3.909320e-02 displacement 1.143026e+01 5.670059e-01 1.220874e-05 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 3.855476e-02 0.000000e+00 energy 3.909320e+00 3.596754e-03 3.909320e-02 displacement 1.143026e+01 6.473272e-02 1.143266e-05 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.595823 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 1.498972e-02 0.000000e+00 energy 3.909320e+00 1.256212e-03 3.909320e-02 displacement 1.143026e+01 2.127521e-02 1.111659e-05 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.215925 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 1.059773e-02 0.000000e+00 energy 3.909320e+00 3.974949e-04 3.909320e-02 displacement 1.143026e+01 2.512685e-03 1.103504e-05 10 Nonlinear solution status: time= 1.57 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.153062 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 6.368134e-03 0.000000e+00 energy 3.909320e+00 1.797077e-04 3.909320e-02 displacement 1.143026e+01 1.616912e-03 1.098212e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664035 11 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.192324 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 4.219462e-03 0.000000e+00 energy 3.909320e+00 4.774453e-04 3.909320e-02 displacement 1.143026e+01 1.235197e-03 1.097372e-05 12 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.194632 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 2.680944e-03 0.000000e+00 energy 3.909320e+00 1.038200e-04 3.909320e-02 displacement 1.143026e+01 9.957966e-04 1.095566e-05 13 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 2.717259e-04 0.000000e+00 energy 3.909320e+00 6.847942e-05 3.909320e-02 displacement 1.143026e+01 5.906186e-04 1.099682e-05 14 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 1.030107e-04 0.000000e+00 energy 3.909320e+00 1.800131e-05 3.909320e-02 displacement 1.143026e+01 4.588506e-04 1.109393e-05 15 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.476892 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 7.314495e-05 0.000000e+00 energy 3.909320e+00 5.315268e-07 3.909320e-02 displacement 1.143026e+01 7.619404e-05 1.110513e-05 16 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.541299 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 3.355155e-05 0.000000e+00 energy 3.909320e+00 2.881804e-06 3.909320e-02 displacement 1.143026e+01 3.310705e-05 1.109473e-05 17 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.402926 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 1.772008e-05 0.000000e+00 energy 3.909320e+00 1.229750e-06 3.909320e-02 displacement 1.143026e+01 2.420519e-05 1.107501e-05 18 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.566325 convergence norms : INITIAL CURRENT REQUIRED residual 4.764255e+01 6.247926e-06 0.000000e+00 energy 3.909320e+00 1.092651e-06 3.909320e-02 displacement 1.143026e+01 3.314811e-06 1.107195e-05 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664053 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 6.943369e+01 3.794397e+00 0.000000e+00 energy 4.739308e+00 2.495938e-01 4.739308e-02 displacement 1.214376e+01 1.214376e+01 1.214376e-05 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 242942 at gauss point 8 * * jacobian = -0.405486 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 209860 at gauss point 6 * * jacobian = -0.46416 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 192121 at gauss point 8 * * jacobian = -0.56164 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 269053 at gauss point 1 * * jacobian = -0.0785285 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 150728 at gauss point 6 * * jacobian = -0.243761 * * * ************************************************************************* ------- failed to converge at time : 1.58 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.005 ===== beginning time step 49 : 1.575 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664053 1 Nonlinear solution status: time= 1.575 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 4.827243e-01 0.000000e+00 energy 1.185363e+00 4.831236e-02 1.185363e-02 displacement 3.033770e+00 3.033770e+00 3.033770e-06 2 Nonlinear solution status: time= 1.575 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.321672 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 3.035827e+00 0.000000e+00 energy 1.185363e+00 3.981146e-01 1.185363e-02 displacement 3.033770e+00 1.826600e+01 3.160710e-05 3 Nonlinear solution status: time= 1.575 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 2.625166e+00 0.000000e+00 energy 1.185363e+00 3.559129e-04 1.185363e-02 displacement 3.033770e+00 8.193872e-01 2.799812e-05 4 Nonlinear solution status: time= 1.575 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.445516 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 9.889703e-01 0.000000e+00 energy 1.185363e+00 2.635498e-02 1.185363e-02 displacement 3.033770e+00 2.273820e+00 1.487057e-05 5 Nonlinear solution status: time= 1.575 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 4.280577e-01 0.000000e+00 energy 1.185363e+00 2.726682e-02 1.185363e-02 displacement 3.033770e+00 5.372271e+00 2.937354e-06 6 Nonlinear solution status: time= 1.575 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 3.034916e-02 0.000000e+00 energy 1.185363e+00 4.553484e-04 1.185363e-02 displacement 3.033770e+00 7.373694e-02 3.602603e-06 7 Nonlinear solution status: time= 1.575 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 1.581935e-02 0.000000e+00 energy 1.185363e+00 1.375719e-03 1.185363e-02 displacement 3.033770e+00 5.153264e-02 3.600610e-06 8 Nonlinear solution status: time= 1.575 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 1.957858e-02 0.000000e+00 energy 1.185363e+00 8.920867e-04 1.185363e-02 displacement 3.033770e+00 7.568529e-02 3.395275e-06 9 Nonlinear solution status: time= 1.575 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.077244 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 1.518104e-02 0.000000e+00 energy 1.185363e+00 1.250180e-04 1.185363e-02 displacement 3.033770e+00 8.844611e-04 3.386021e-06 10 Nonlinear solution status: time= 1.575 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 6.878578e-03 0.000000e+00 energy 1.185363e+00 6.906299e-04 1.185363e-02 displacement 3.033770e+00 2.505081e-02 3.751784e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664053 11 Nonlinear solution status: time= 1.575 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.085581 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 9.432922e-03 0.000000e+00 energy 1.185363e+00 3.987949e-04 1.185363e-02 displacement 3.033770e+00 5.780904e-03 3.531843e-06 12 Nonlinear solution status: time= 1.575 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.136072 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 1.002497e-02 0.000000e+00 energy 1.185363e+00 6.366357e-05 1.185363e-02 displacement 3.033770e+00 4.489681e-03 3.340321e-06 13 Nonlinear solution status: time= 1.575 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.188060 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 5.511551e-03 0.000000e+00 energy 1.185363e+00 6.547350e-05 1.185363e-02 displacement 3.033770e+00 1.144104e-03 3.254554e-06 14 Nonlinear solution status: time= 1.575 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.584905 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 5.885857e-03 0.000000e+00 energy 1.185363e+00 7.859814e-04 1.185363e-02 displacement 3.033770e+00 1.170850e-02 3.054277e-06 15 Nonlinear solution status: time= 1.575 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 1.141585e-03 0.000000e+00 energy 1.185363e+00 1.689886e-04 1.185363e-02 displacement 3.033770e+00 2.235747e-03 3.137794e-06 16 Nonlinear solution status: time= 1.575 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.187200 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 6.723390e-04 0.000000e+00 energy 1.185363e+00 5.394039e-05 1.185363e-02 displacement 3.033770e+00 1.896298e-04 3.121624e-06 17 Nonlinear solution status: time= 1.575 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.337411 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 7.384028e-04 0.000000e+00 energy 1.185363e+00 5.013625e-05 1.185363e-02 displacement 3.033770e+00 9.812057e-05 3.130573e-06 18 Nonlinear solution status: time= 1.575 stiffness updates = 7 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 1.248779e-04 0.000000e+00 energy 1.185363e+00 2.973483e-05 1.185363e-02 displacement 3.033770e+00 4.570222e-05 3.126941e-06 19 Nonlinear solution status: time= 1.575 stiffness updates = 8 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.210215 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 4.404267e-04 0.000000e+00 energy 1.185363e+00 1.518418e-05 1.185363e-02 displacement 3.033770e+00 3.326596e-05 3.125014e-06 20 Nonlinear solution status: time= 1.575 stiffness updates = 9 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 8.335955e-06 0.000000e+00 energy 1.185363e+00 3.354807e-06 1.185363e-02 displacement 3.033770e+00 2.476266e-05 3.116758e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664107 21 Nonlinear solution status: time= 1.575 stiffness updates = 0 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 0.126117 convergence norms : INITIAL CURRENT REQUIRED residual 1.736300e+01 7.057693e-06 0.000000e+00 energy 1.185363e+00 5.650297e-08 1.185363e-02 displacement 3.033770e+00 1.615856e-06 3.116291e-06 ------- converged at time : 1.575 ]0;(step 2/2: 57%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 50 : 1.585 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664107 1 Nonlinear solution status: time= 1.585 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 2.591089e-02 0.000000e+00 energy 5.521874e+00 1.270354e-02 5.521874e-02 displacement 1.364251e+01 1.364251e+01 1.364251e-05 2 Nonlinear solution status: time= 1.585 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.549315 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 1.558375e-02 0.000000e+00 energy 5.521874e+00 6.189544e-03 5.521874e-02 displacement 1.364251e+01 1.688336e-01 1.584224e-05 3 Nonlinear solution status: time= 1.585 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 2.157541e-03 0.000000e+00 energy 5.521874e+00 5.183519e-04 5.521874e-02 displacement 1.364251e+01 4.611550e-02 1.479921e-05 4 Nonlinear solution status: time= 1.585 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 2.718654e-03 0.000000e+00 energy 5.521874e+00 4.279095e-04 5.521874e-02 displacement 1.364251e+01 1.026312e-01 1.302644e-05 5 Nonlinear solution status: time= 1.585 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 2.086414e-03 0.000000e+00 energy 5.521874e+00 5.188451e-04 5.521874e-02 displacement 1.364251e+01 5.404557e-03 1.323350e-05 6 Nonlinear solution status: time= 1.585 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 1.816904e-03 0.000000e+00 energy 5.521874e+00 3.111468e-04 5.521874e-02 displacement 1.364251e+01 1.314467e-02 1.382514e-05 7 Nonlinear solution status: time= 1.585 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 9.394330e-04 0.000000e+00 energy 5.521874e+00 1.561849e-04 5.521874e-02 displacement 1.364251e+01 6.021319e-03 1.338612e-05 8 Nonlinear solution status: time= 1.585 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.358861 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 1.732556e-04 0.000000e+00 energy 5.521874e+00 1.563630e-05 5.521874e-02 displacement 1.364251e+01 2.069338e-03 1.313251e-05 9 Nonlinear solution status: time= 1.585 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 1.207887e-05 0.000000e+00 energy 5.521874e+00 3.759795e-06 5.521874e-02 displacement 1.364251e+01 1.013704e-04 1.315927e-05 10 Nonlinear solution status: time= 1.585 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 8.840364e-06 0.000000e+00 energy 5.521874e+00 2.150650e-06 5.521874e-02 displacement 1.364251e+01 4.470606e-05 1.316598e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664107 11 Nonlinear solution status: time= 1.585 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 1.855911e-09 0.000000e+00 energy 5.521874e+00 2.771442e-09 5.521874e-02 displacement 1.364251e+01 3.576561e-05 1.313325e-05 12 Nonlinear solution status: time= 1.585 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.294057e+01 2.942142e-12 0.000000e+00 energy 5.521874e+00 2.005721e-12 5.521874e-02 displacement 1.364251e+01 4.953879e-09 1.313355e-05 ------- converged at time : 1.585 ]0;(step 2/2: 58%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.595 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664107 1 Nonlinear solution status: time= 1.595 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 1.362024e-01 0.000000e+00 energy 5.470949e+00 7.135578e-02 5.470949e-02 displacement 1.424034e+01 1.424034e+01 1.424034e-05 2 Nonlinear solution status: time= 1.595 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.332304 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 1.199767e+00 0.000000e+00 energy 5.470949e+00 1.286720e-01 5.470949e-02 displacement 1.424034e+01 3.275295e+00 2.477746e-05 3 Nonlinear solution status: time= 1.595 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 1.458122e-01 0.000000e+00 energy 5.470949e+00 1.616796e-02 5.470949e-02 displacement 1.424034e+01 4.119837e-01 2.703269e-05 4 Nonlinear solution status: time= 1.595 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 3.840241e-01 0.000000e+00 energy 5.470949e+00 9.608818e-03 5.470949e-02 displacement 1.424034e+01 1.155586e+00 1.904959e-05 5 Nonlinear solution status: time= 1.595 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 4.730591e-02 0.000000e+00 energy 5.470949e+00 3.596514e-03 5.470949e-02 displacement 1.424034e+01 1.130022e+00 1.321347e-05 6 Nonlinear solution status: time= 1.595 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.368772 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 2.412309e-02 0.000000e+00 energy 5.470949e+00 6.817890e-04 5.470949e-02 displacement 1.424034e+01 1.125181e-02 1.341170e-05 7 Nonlinear solution status: time= 1.595 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 3.649704e-02 0.000000e+00 energy 5.470949e+00 4.034948e-03 5.470949e-02 displacement 1.424034e+01 2.299928e-01 1.583472e-05 8 Nonlinear solution status: time= 1.595 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 6.048878e-03 0.000000e+00 energy 5.470949e+00 7.311354e-04 5.470949e-02 displacement 1.424034e+01 3.914730e-02 1.513385e-05 9 Nonlinear solution status: time= 1.595 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.345171 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 3.909262e-03 0.000000e+00 energy 5.470949e+00 3.429395e-05 5.470949e-02 displacement 1.424034e+01 4.538973e-03 1.480737e-05 10 Nonlinear solution status: time= 1.595 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.204424 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 2.898034e-03 0.000000e+00 energy 5.470949e+00 1.141332e-04 5.470949e-02 displacement 1.424034e+01 6.116595e-03 1.437452e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664161 11 Nonlinear solution status: time= 1.595 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.040141 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 2.023105e-03 0.000000e+00 energy 5.470949e+00 1.107929e-04 5.470949e-02 displacement 1.424034e+01 6.703409e-04 1.423908e-05 12 Nonlinear solution status: time= 1.595 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.111476 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 1.541109e-03 0.000000e+00 energy 5.470949e+00 8.414786e-05 5.470949e-02 displacement 1.424034e+01 2.065402e-04 1.421036e-05 13 Nonlinear solution status: time= 1.595 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.433055 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 9.510177e-04 0.000000e+00 energy 5.470949e+00 9.644271e-06 5.470949e-02 displacement 1.424034e+01 3.160108e-04 1.425246e-05 14 Nonlinear solution status: time= 1.595 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.584321 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 3.441182e-04 0.000000e+00 energy 5.470949e+00 4.673147e-05 5.470949e-02 displacement 1.424034e+01 2.122043e-04 1.421816e-05 15 Nonlinear solution status: time= 1.595 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 3.641898e-06 0.000000e+00 energy 5.470949e+00 1.187368e-06 5.470949e-02 displacement 1.424034e+01 2.779955e-05 1.419320e-05 16 Nonlinear solution status: time= 1.595 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.591652 convergence norms : INITIAL CURRENT REQUIRED residual 9.099196e+01 7.642670e-07 0.000000e+00 energy 5.470949e+00 1.632570e-07 5.470949e-02 displacement 1.424034e+01 2.264714e-06 1.419446e-05 ------- converged at time : 1.595 ]0;(step 2/2: 60%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.605 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664215 1 Nonlinear solution status: time= 1.605 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.176287e-02 0.000000e+00 energy 6.540833e+00 4.676103e-02 6.540833e-02 displacement 1.659334e+01 1.659334e+01 1.659334e-05 2 Nonlinear solution status: time= 1.605 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.629706 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.242647e-02 0.000000e+00 energy 6.540833e+00 2.178088e-02 6.540833e-02 displacement 1.659334e+01 9.926672e-01 2.387223e-05 3 Nonlinear solution status: time= 1.605 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.613973e-03 0.000000e+00 energy 6.540833e+00 4.470714e-03 6.540833e-02 displacement 1.659334e+01 1.981048e-01 2.025611e-05 4 Nonlinear solution status: time= 1.605 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.498369 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.321755e-03 0.000000e+00 energy 6.540833e+00 1.447677e-03 6.540833e-02 displacement 1.659334e+01 2.016961e-01 1.696935e-05 5 Nonlinear solution status: time= 1.605 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.230165 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.210316e-03 0.000000e+00 energy 6.540833e+00 3.424185e-04 6.540833e-02 displacement 1.659334e+01 1.596645e-02 1.623289e-05 6 Nonlinear solution status: time= 1.605 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.336936 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 1.858320e-03 0.000000e+00 energy 6.540833e+00 1.534557e-04 6.540833e-02 displacement 1.659334e+01 4.686251e-03 1.583208e-05 7 Nonlinear solution status: time= 1.605 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.276763 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 9.549184e-04 0.000000e+00 energy 6.540833e+00 6.765209e-05 6.540833e-02 displacement 1.659334e+01 1.025627e-03 1.568487e-05 8 Nonlinear solution status: time= 1.605 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.270298 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.964799e-04 0.000000e+00 energy 6.540833e+00 2.327070e-05 6.540833e-02 displacement 1.659334e+01 1.683197e-04 1.569684e-05 9 Nonlinear solution status: time= 1.605 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 5.138305e-04 0.000000e+00 energy 6.540833e+00 2.949748e-05 6.540833e-02 displacement 1.659334e+01 5.934979e-04 1.583473e-05 10 Nonlinear solution status: time= 1.605 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 1.661355e-04 0.000000e+00 energy 6.540833e+00 1.815574e-05 6.540833e-02 displacement 1.659334e+01 1.259354e-04 1.578002e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664323 11 Nonlinear solution status: time= 1.605 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 4.120622e-05 0.000000e+00 energy 6.540833e+00 1.170862e-05 6.540833e-02 displacement 1.659334e+01 5.526862e-05 1.577359e-05 12 Nonlinear solution status: time= 1.605 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 2.605706e-05 0.000000e+00 energy 6.540833e+00 6.933265e-06 6.540833e-02 displacement 1.659334e+01 4.475292e-05 1.577306e-05 13 Nonlinear solution status: time= 1.605 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.174958e+02 1.881285e-06 0.000000e+00 energy 6.540833e+00 5.623748e-07 6.540833e-02 displacement 1.659334e+01 1.283331e-05 1.577363e-05 ------- converged at time : 1.605 ]0;(step 2/2: 60%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.615 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664323 1 Nonlinear solution status: time= 1.615 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 4.958657e-02 0.000000e+00 energy 7.280387e+00 2.404751e-02 7.280387e-02 displacement 1.786594e+01 1.786594e+01 1.786594e-05 2 Nonlinear solution status: time= 1.615 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.587650 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.377145e-01 0.000000e+00 energy 7.280387e+00 4.502348e-02 7.280387e-02 displacement 1.786594e+01 2.023511e+00 2.618378e-05 3 Nonlinear solution status: time= 1.615 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.725390e-02 0.000000e+00 energy 7.280387e+00 6.682357e-03 7.280387e-02 displacement 1.786594e+01 4.039999e-01 2.129969e-05 4 Nonlinear solution status: time= 1.615 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.611266e-02 0.000000e+00 energy 7.280387e+00 9.118466e-04 7.280387e-02 displacement 1.786594e+01 7.966091e-01 1.634514e-05 5 Nonlinear solution status: time= 1.615 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.388829 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 7.390841e-03 0.000000e+00 energy 7.280387e+00 3.042628e-04 7.280387e-02 displacement 1.786594e+01 5.114197e-03 1.603678e-05 6 Nonlinear solution status: time= 1.615 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.424859 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.404621e-03 0.000000e+00 energy 7.280387e+00 3.299638e-05 7.280387e-02 displacement 1.786594e+01 7.293405e-03 1.633121e-05 7 Nonlinear solution status: time= 1.615 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 6.243307e-04 0.000000e+00 energy 7.280387e+00 1.048332e-05 7.280387e-02 displacement 1.786594e+01 1.249972e-03 1.643694e-05 8 Nonlinear solution status: time= 1.615 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.556985 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.218027e-03 0.000000e+00 energy 7.280387e+00 9.010363e-05 7.280387e-02 displacement 1.786594e+01 1.059443e-03 1.657281e-05 9 Nonlinear solution status: time= 1.615 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 4.413263e-04 0.000000e+00 energy 7.280387e+00 5.591141e-05 7.280387e-02 displacement 1.786594e+01 7.266940e-04 1.650692e-05 10 Nonlinear solution status: time= 1.615 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.869184e-04 0.000000e+00 energy 7.280387e+00 5.187374e-05 7.280387e-02 displacement 1.786594e+01 8.435963e-04 1.641730e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664341 11 Nonlinear solution status: time= 1.615 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.402498 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 1.095609e-04 0.000000e+00 energy 7.280387e+00 1.690014e-05 7.280387e-02 displacement 1.786594e+01 1.567282e-04 1.637549e-05 12 Nonlinear solution status: time= 1.615 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.555293 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 7.232661e-05 0.000000e+00 energy 7.280387e+00 1.699029e-05 7.280387e-02 displacement 1.786594e+01 1.143345e-04 1.642757e-05 13 Nonlinear solution status: time= 1.615 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 2.242162e-05 0.000000e+00 energy 7.280387e+00 6.095271e-06 7.280387e-02 displacement 1.786594e+01 1.921276e-05 1.643990e-05 14 Nonlinear solution status: time= 1.615 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.397097e+02 3.631735e-07 0.000000e+00 energy 7.280387e+00 2.308703e-07 7.280387e-02 displacement 1.786594e+01 1.090680e-05 1.642342e-05 ------- converged at time : 1.615 ]0;(step 2/2: 62%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.625 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664341 1 Nonlinear solution status: time= 1.625 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.627258e+02 1.958661e-02 0.000000e+00 energy 7.924704e+00 1.251129e-02 7.924704e-02 displacement 1.945824e+01 1.945824e+01 1.945824e-05 2 Nonlinear solution status: time= 1.625 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.627258e+02 4.280344e-03 0.000000e+00 energy 7.924704e+00 2.353108e-03 7.924704e-02 displacement 1.945824e+01 6.593456e-02 1.976959e-05 3 Nonlinear solution status: time= 1.625 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.627258e+02 9.195675e-04 0.000000e+00 energy 7.924704e+00 5.514712e-04 7.924704e-02 displacement 1.945824e+01 6.265593e-02 1.807186e-05 4 Nonlinear solution status: time= 1.625 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.496207 convergence norms : INITIAL CURRENT REQUIRED residual 1.627258e+02 1.250638e-04 0.000000e+00 energy 7.924704e+00 7.150280e-05 7.924704e-02 displacement 1.945824e+01 5.239206e-03 1.760065e-05 5 Nonlinear solution status: time= 1.625 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.388660 convergence norms : INITIAL CURRENT REQUIRED residual 1.627258e+02 3.424687e-05 0.000000e+00 energy 7.924704e+00 1.004412e-05 7.924704e-02 displacement 1.945824e+01 1.246854e-04 1.755699e-05 6 Nonlinear solution status: time= 1.625 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.203926 convergence norms : INITIAL CURRENT REQUIRED residual 1.627258e+02 2.850070e-05 0.000000e+00 energy 7.924704e+00 1.141566e-06 7.924704e-02 displacement 1.945824e+01 8.088722e-06 1.755947e-05 ------- converged at time : 1.625 ]0;(step 2/2: 62%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.635 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664395 1 Nonlinear solution status: time= 1.635 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 1.061970e-01 0.000000e+00 energy 8.093838e+00 4.407053e-02 8.093838e-02 displacement 2.014251e+01 2.014251e+01 2.014251e-05 2 Nonlinear solution status: time= 1.635 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.535245 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 6.200541e-01 0.000000e+00 energy 8.093838e+00 1.066147e-01 8.093838e-02 displacement 2.014251e+01 4.927059e+00 3.775644e-05 3 Nonlinear solution status: time= 1.635 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 9.309432e-02 0.000000e+00 energy 8.093838e+00 1.616055e-02 8.093838e-02 displacement 2.014251e+01 4.643731e-01 3.139234e-05 4 Nonlinear solution status: time= 1.635 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 8.329469e-02 0.000000e+00 energy 8.093838e+00 6.008105e-03 8.093838e-02 displacement 2.014251e+01 3.148447e+00 1.786566e-05 5 Nonlinear solution status: time= 1.635 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.305081 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 4.716391e-02 0.000000e+00 energy 8.093838e+00 2.827172e-03 8.093838e-02 displacement 2.014251e+01 2.106646e-02 1.793838e-05 6 Nonlinear solution status: time= 1.635 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 2.581046e-02 0.000000e+00 energy 8.093838e+00 8.610116e-03 8.093838e-02 displacement 2.014251e+01 4.921039e-01 2.276873e-05 7 Nonlinear solution status: time= 1.635 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 3.856793e-03 0.000000e+00 energy 8.093838e+00 2.408279e-03 8.093838e-02 displacement 2.014251e+01 7.582310e-02 2.100685e-05 8 Nonlinear solution status: time= 1.635 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.329539 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 1.087211e-03 0.000000e+00 energy 8.093838e+00 5.832672e-04 8.093838e-02 displacement 2.014251e+01 2.246029e-02 1.990736e-05 9 Nonlinear solution status: time= 1.635 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.327569 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 5.700072e-04 0.000000e+00 energy 8.093838e+00 1.393724e-04 8.093838e-02 displacement 2.014251e+01 9.335643e-03 1.921561e-05 10 Nonlinear solution status: time= 1.635 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.222373 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 3.631097e-04 0.000000e+00 energy 8.093838e+00 6.580740e-05 8.093838e-02 displacement 2.014251e+01 1.784905e-03 1.893547e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664431 11 Nonlinear solution status: time= 1.635 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.182696 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 1.429978e-04 0.000000e+00 energy 8.093838e+00 2.248480e-05 8.093838e-02 displacement 2.014251e+01 7.056923e-04 1.881205e-05 12 Nonlinear solution status: time= 1.635 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 1.802572e-05 0.000000e+00 energy 8.093838e+00 7.120121e-06 8.093838e-02 displacement 2.014251e+01 1.407307e-04 1.885340e-05 13 Nonlinear solution status: time= 1.635 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.589483e+02 9.348554e-06 0.000000e+00 energy 8.093838e+00 2.820146e-06 8.093838e-02 displacement 2.014251e+01 1.873817e-05 1.883772e-05 ------- converged at time : 1.635 ]0;(step 2/2: 64%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.645 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664521 1 Nonlinear solution status: time= 1.645 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 6.061405e-02 0.000000e+00 energy 8.845964e+00 5.866374e-02 8.845964e-02 displacement 2.267140e+01 2.267140e+01 2.267140e-05 2 Nonlinear solution status: time= 1.645 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.556691 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 3.240755e-01 0.000000e+00 energy 8.845964e+00 5.006607e-02 8.845964e-02 displacement 2.267140e+01 2.221895e+00 3.625399e-05 3 Nonlinear solution status: time= 1.645 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 2.887295e-02 0.000000e+00 energy 8.845964e+00 7.680352e-03 8.845964e-02 displacement 2.267140e+01 2.556600e-01 3.133384e-05 4 Nonlinear solution status: time= 1.645 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 2.653227e-02 0.000000e+00 energy 8.845964e+00 1.360207e-04 8.845964e-02 displacement 2.267140e+01 1.712498e+00 2.058115e-05 5 Nonlinear solution status: time= 1.645 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.257016 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 1.516801e-02 0.000000e+00 energy 8.845964e+00 4.453168e-04 8.845964e-02 displacement 2.267140e+01 2.156550e-02 1.979136e-05 6 Nonlinear solution status: time= 1.645 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 5.066246e-03 0.000000e+00 energy 8.845964e+00 2.247934e-04 8.845964e-02 displacement 2.267140e+01 1.954433e-02 2.054756e-05 7 Nonlinear solution status: time= 1.645 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.431770 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 3.642669e-03 0.000000e+00 energy 8.845964e+00 5.012078e-05 8.845964e-02 displacement 2.267140e+01 1.347082e-03 2.031220e-05 8 Nonlinear solution status: time= 1.645 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 1.232150e-03 0.000000e+00 energy 8.845964e+00 2.772192e-04 8.845964e-02 displacement 2.267140e+01 7.307581e-03 2.056544e-05 9 Nonlinear solution status: time= 1.645 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 9.106836e-05 0.000000e+00 energy 8.845964e+00 2.284873e-05 8.845964e-02 displacement 2.267140e+01 6.075864e-04 2.057808e-05 10 Nonlinear solution status: time= 1.645 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.538528 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 6.884171e-05 0.000000e+00 energy 8.845964e+00 8.083766e-06 8.845964e-02 displacement 2.267140e+01 1.366282e-04 2.050557e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664521 11 Nonlinear solution status: time= 1.645 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 3.717472e-07 0.000000e+00 energy 8.845964e+00 8.715928e-08 8.845964e-02 displacement 2.267140e+01 6.143770e-05 2.046092e-05 12 Nonlinear solution status: time= 1.645 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.738028e+02 2.024477e-08 0.000000e+00 energy 8.845964e+00 1.011110e-08 8.845964e-02 displacement 2.267140e+01 6.631345e-07 2.046099e-05 ------- converged at time : 1.645 ]0;(step 2/2: 64%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.655 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664521 1 Nonlinear solution status: time= 1.655 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.563205e-01 0.000000e+00 energy 9.222450e+00 6.518778e-02 9.222450e-02 displacement 2.398199e+01 2.398199e+01 2.398199e-05 2 Nonlinear solution status: time= 1.655 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.449026 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.828009e+00 0.000000e+00 energy 9.222450e+00 2.516255e-01 9.222450e-02 displacement 2.398199e+01 1.470925e+01 6.400595e-05 3 Nonlinear solution status: time= 1.655 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 2.842433e-01 0.000000e+00 energy 9.222450e+00 2.452437e-02 9.222450e-02 displacement 2.398199e+01 7.312090e-01 5.364041e-05 4 Nonlinear solution status: time= 1.655 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 3.163255e-01 0.000000e+00 energy 9.222450e+00 1.003655e-02 9.222450e-02 displacement 2.398199e+01 7.938381e+00 2.472392e-05 5 Nonlinear solution status: time= 1.655 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.461252 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.189722e-01 0.000000e+00 energy 9.222450e+00 1.459000e-03 9.222450e-02 displacement 2.398199e+01 9.215992e-02 2.371960e-05 6 Nonlinear solution status: time= 1.655 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.574355 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.347646e-02 0.000000e+00 energy 9.222450e+00 2.031014e-04 9.222450e-02 displacement 2.398199e+01 9.024832e-02 2.188735e-05 7 Nonlinear solution status: time= 1.655 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.366625 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.018884e-01 0.000000e+00 energy 9.222450e+00 5.073598e-03 9.222450e-02 displacement 2.398199e+01 7.691654e-02 2.288979e-05 8 Nonlinear solution status: time= 1.655 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.612073e-02 0.000000e+00 energy 9.222450e+00 1.054711e-03 9.222450e-02 displacement 2.398199e+01 9.533430e-02 2.462749e-05 9 Nonlinear solution status: time= 1.655 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.607720 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 2.457478e-03 0.000000e+00 energy 9.222450e+00 1.878359e-04 9.222450e-02 displacement 2.398199e+01 6.956476e-03 2.439577e-05 10 Nonlinear solution status: time= 1.655 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.579344 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 5.132665e-03 0.000000e+00 energy 9.222450e+00 3.156355e-04 9.222450e-02 displacement 2.398199e+01 3.348258e-03 2.446466e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664539 11 Nonlinear solution status: time= 1.655 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.194707 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 3.416140e-03 0.000000e+00 energy 9.222450e+00 3.458344e-05 9.222450e-02 displacement 2.398199e+01 4.627742e-03 2.399784e-05 12 Nonlinear solution status: time= 1.655 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.467801 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 6.902563e-04 0.000000e+00 energy 9.222450e+00 3.285174e-05 9.222450e-02 displacement 2.398199e+01 2.245997e-03 2.371516e-05 13 Nonlinear solution status: time= 1.655 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.606493 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 7.725139e-05 0.000000e+00 energy 9.222450e+00 1.822258e-05 9.222450e-02 displacement 2.398199e+01 7.431321e-04 2.358302e-05 14 Nonlinear solution status: time= 1.655 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 1.512469e-04 0.000000e+00 energy 9.222450e+00 2.376439e-05 9.222450e-02 displacement 2.398199e+01 2.102422e-04 2.351847e-05 15 Nonlinear solution status: time= 1.655 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 3.517708e-06 0.000000e+00 energy 9.222450e+00 3.036508e-06 9.222450e-02 displacement 2.398199e+01 7.708657e-05 2.354655e-05 16 Nonlinear solution status: time= 1.655 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.522888 convergence norms : INITIAL CURRENT REQUIRED residual 1.818197e+02 2.778409e-06 0.000000e+00 energy 9.222450e+00 4.095704e-07 9.222450e-02 displacement 2.398199e+01 5.129522e-06 2.353361e-05 ------- converged at time : 1.655 ]0;(step 2/2: 66%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.665 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664683 1 Nonlinear solution status: time= 1.665 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 2.715719e-02 0.000000e+00 energy 1.029696e+01 1.729135e-02 1.029696e-01 displacement 3.004773e+01 3.004773e+01 3.004773e-05 2 Nonlinear solution status: time= 1.665 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 1.183137e-02 0.000000e+00 energy 1.029696e+01 7.987419e-03 1.029696e-01 displacement 3.004773e+01 2.889208e-01 3.460118e-05 3 Nonlinear solution status: time= 1.665 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 3.392107e-03 0.000000e+00 energy 1.029696e+01 2.034573e-03 1.029696e-01 displacement 3.004773e+01 1.578501e-01 3.075646e-05 4 Nonlinear solution status: time= 1.665 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.427939 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 1.051687e-03 0.000000e+00 energy 1.029696e+01 5.278517e-04 1.029696e-01 displacement 3.004773e+01 5.191845e-02 2.872038e-05 5 Nonlinear solution status: time= 1.665 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.316221 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 2.046172e-04 0.000000e+00 energy 1.029696e+01 1.090463e-04 1.029696e-01 displacement 3.004773e+01 9.853614e-03 2.786022e-05 6 Nonlinear solution status: time= 1.665 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.226596 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 1.430905e-04 0.000000e+00 energy 1.029696e+01 2.220061e-05 1.029696e-01 displacement 3.004773e+01 1.654007e-03 2.754586e-05 7 Nonlinear solution status: time= 1.665 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.273597 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 1.836080e-04 0.000000e+00 energy 1.029696e+01 3.438137e-06 1.029696e-01 displacement 3.004773e+01 3.942360e-04 2.740836e-05 8 Nonlinear solution status: time= 1.665 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.551770 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 6.161913e-05 0.000000e+00 energy 1.029696e+01 5.045886e-06 1.029696e-01 displacement 3.004773e+01 6.021646e-04 2.721208e-05 9 Nonlinear solution status: time= 1.665 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.537560 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 8.951265e-05 0.000000e+00 energy 1.029696e+01 1.168969e-05 1.029696e-01 displacement 3.004773e+01 1.125653e-04 2.716027e-05 10 Nonlinear solution status: time= 1.665 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 1.038112e-05 0.000000e+00 energy 1.029696e+01 6.038200e-07 1.029696e-01 displacement 3.004773e+01 5.401648e-05 2.720359e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664737 11 Nonlinear solution status: time= 1.665 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.453374 convergence norms : INITIAL CURRENT REQUIRED residual 2.104544e+02 2.118485e-06 0.000000e+00 energy 1.029696e+01 1.372905e-07 1.029696e-01 displacement 3.004773e+01 1.535660e-05 2.717371e-05 ------- converged at time : 1.665 ]0;(step 2/2: 66%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.675 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664737 1 Nonlinear solution status: time= 1.675 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 4.377126e-02 0.000000e+00 energy 1.091607e+01 4.566761e-02 1.091607e-01 displacement 3.261811e+01 3.261811e+01 3.261811e-05 2 Nonlinear solution status: time= 1.675 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634781 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 1.660588e-02 0.000000e+00 energy 1.091607e+01 9.884645e-03 1.091607e-01 displacement 3.261811e+01 5.645952e-01 4.050250e-05 3 Nonlinear solution status: time= 1.675 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 4.674657e-03 0.000000e+00 energy 1.091607e+01 2.240326e-03 1.091607e-01 displacement 3.261811e+01 1.075213e-01 3.685841e-05 4 Nonlinear solution status: time= 1.675 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.400101 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 1.725245e-03 0.000000e+00 energy 1.091607e+01 6.868634e-04 1.091607e-01 displacement 3.261811e+01 9.757597e-02 3.359177e-05 5 Nonlinear solution status: time= 1.675 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.275949 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 5.114830e-04 0.000000e+00 energy 1.091607e+01 2.100770e-05 1.091607e-01 displacement 3.261811e+01 2.685946e-02 3.202423e-05 6 Nonlinear solution status: time= 1.675 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.265262 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 3.194662e-04 0.000000e+00 energy 1.091607e+01 2.682336e-05 1.091607e-01 displacement 3.261811e+01 1.146775e-03 3.172362e-05 7 Nonlinear solution status: time= 1.675 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.534350 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 1.083021e-04 0.000000e+00 energy 1.091607e+01 1.859075e-05 1.091607e-01 displacement 3.261811e+01 3.234993e-04 3.160913e-05 8 Nonlinear solution status: time= 1.675 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.502607 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 5.403190e-05 0.000000e+00 energy 1.091607e+01 7.333440e-06 1.091607e-01 displacement 3.261811e+01 4.250279e-05 3.159006e-05 9 Nonlinear solution status: time= 1.675 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.514410 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 2.577876e-05 0.000000e+00 energy 1.091607e+01 5.461522e-06 1.091607e-01 displacement 3.261811e+01 6.854797e-05 3.161037e-05 10 Nonlinear solution status: time= 1.675 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 3.420015e-06 0.000000e+00 energy 1.091607e+01 1.634337e-06 1.091607e-01 displacement 3.261811e+01 3.460994e-05 3.161761e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664953 11 Nonlinear solution status: time= 1.675 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.348447e+02 4.488933e-09 0.000000e+00 energy 1.091607e+01 1.620564e-09 1.091607e-01 displacement 3.261811e+01 3.583735e-06 3.160859e-05 ------- converged at time : 1.675 ]0;(step 2/2: 68%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.685 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664953 1 Nonlinear solution status: time= 1.685 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 3.205584e-02 0.000000e+00 energy 1.148319e+01 6.376777e-04 1.148319e-01 displacement 3.627228e+01 3.627228e+01 3.627228e-05 2 Nonlinear solution status: time= 1.685 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634982 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 2.164783e-02 0.000000e+00 energy 1.148319e+01 7.005246e-03 1.148319e-01 displacement 3.627228e+01 1.757102e-01 3.860476e-05 3 Nonlinear solution status: time= 1.685 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 4.133717e-03 0.000000e+00 energy 1.148319e+01 1.975682e-03 1.148319e-01 displacement 3.627228e+01 1.102057e-01 3.532499e-05 4 Nonlinear solution status: time= 1.685 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 8.326159e-04 0.000000e+00 energy 1.148319e+01 2.750389e-04 1.148319e-01 displacement 3.627228e+01 1.925090e-01 3.122230e-05 5 Nonlinear solution status: time= 1.685 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.305487 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 7.364265e-04 0.000000e+00 energy 1.148319e+01 3.664392e-05 1.148319e-01 displacement 3.627228e+01 3.573147e-04 3.114339e-05 6 Nonlinear solution status: time= 1.685 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.518643 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 1.384259e-04 0.000000e+00 energy 1.148319e+01 3.944535e-05 1.148319e-01 displacement 3.627228e+01 3.119541e-03 3.156610e-05 7 Nonlinear solution status: time= 1.685 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 9.427737e-05 0.000000e+00 energy 1.148319e+01 2.797227e-05 1.148319e-01 displacement 3.627228e+01 1.517923e-03 3.193259e-05 8 Nonlinear solution status: time= 1.685 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 3.657535e-06 0.000000e+00 energy 1.148319e+01 1.332254e-07 1.148319e-01 displacement 3.627228e+01 2.935918e-04 3.177170e-05 9 Nonlinear solution status: time= 1.685 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.602535 convergence norms : INITIAL CURRENT REQUIRED residual 2.336461e+02 1.088149e-06 0.000000e+00 energy 1.148319e+01 2.826523e-07 1.148319e-01 displacement 3.627228e+01 1.014699e-05 3.179250e-05 ------- converged at time : 1.685 ]0;(step 2/2: 68%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.695 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57664989 1 Nonlinear solution status: time= 1.695 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 1.729457e-01 0.000000e+00 energy 1.172729e+01 3.165984e-02 1.172729e-01 displacement 3.724327e+01 3.724327e+01 3.724327e-05 2 Nonlinear solution status: time= 1.695 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.571162 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 5.190847e-01 0.000000e+00 energy 1.172729e+01 1.046237e-01 1.172729e-01 displacement 3.724327e+01 4.242449e+00 5.734171e-05 3 Nonlinear solution status: time= 1.695 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 5.451643e-02 0.000000e+00 energy 1.172729e+01 1.576363e-02 1.172729e-01 displacement 3.724327e+01 4.552981e-01 5.077857e-05 4 Nonlinear solution status: time= 1.695 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 7.408205e-02 0.000000e+00 energy 1.172729e+01 2.727430e-03 1.172729e-01 displacement 3.724327e+01 2.601852e+00 3.455100e-05 5 Nonlinear solution status: time= 1.695 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.382633 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 3.549012e-02 0.000000e+00 energy 1.172729e+01 3.333319e-04 1.172729e-01 displacement 3.724327e+01 4.821013e-02 3.374645e-05 6 Nonlinear solution status: time= 1.695 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 1.852952e-02 0.000000e+00 energy 1.172729e+01 1.936516e-03 1.172729e-01 displacement 3.724327e+01 2.775376e-02 3.452373e-05 7 Nonlinear solution status: time= 1.695 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.275498 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 5.240330e-02 0.000000e+00 energy 1.172729e+01 2.266531e-03 1.172729e-01 displacement 3.724327e+01 1.378144e-01 3.747133e-05 8 Nonlinear solution status: time= 1.695 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 3.337881e-03 0.000000e+00 energy 1.172729e+01 2.599227e-04 1.172729e-01 displacement 3.724327e+01 3.029991e-02 3.756832e-05 9 Nonlinear solution status: time= 1.695 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 1.432824e-03 0.000000e+00 energy 1.172729e+01 2.511166e-04 1.172729e-01 displacement 3.724327e+01 2.282058e-02 3.608124e-05 10 Nonlinear solution status: time= 1.695 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 2.746765e-04 0.000000e+00 energy 1.172729e+01 5.373775e-05 1.172729e-01 displacement 3.724327e+01 1.042748e-03 3.601323e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665007 11 Nonlinear solution status: time= 1.695 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.429076 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 8.437617e-05 0.000000e+00 energy 1.172729e+01 1.915266e-05 1.172729e-01 displacement 3.724327e+01 2.561379e-04 3.587796e-05 12 Nonlinear solution status: time= 1.695 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.570455 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 2.493506e-05 0.000000e+00 energy 1.172729e+01 5.341773e-06 1.172729e-01 displacement 3.724327e+01 5.905445e-05 3.594026e-05 13 Nonlinear solution status: time= 1.695 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 1.273688e-05 0.000000e+00 energy 1.172729e+01 4.109973e-06 1.172729e-01 displacement 3.724327e+01 5.848000e-05 3.600558e-05 14 Nonlinear solution status: time= 1.695 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.352441e+02 2.206409e-07 0.000000e+00 energy 1.172729e+01 1.281075e-07 1.172729e-01 displacement 3.724327e+01 1.311495e-05 3.597113e-05 ------- converged at time : 1.695 ]0;(step 2/2: 70%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.705 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665025 1 Nonlinear solution status: time= 1.705 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 8.018979e-02 0.000000e+00 energy 1.269268e+01 1.098334e-02 1.269268e-01 displacement 4.196350e+01 4.196350e+01 4.196350e-05 2 Nonlinear solution status: time= 1.705 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.550522 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 7.208774e-02 0.000000e+00 energy 1.269268e+01 2.442167e-02 1.269268e-01 displacement 4.196350e+01 3.196306e-01 4.357603e-05 3 Nonlinear solution status: time= 1.705 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 9.475529e-03 0.000000e+00 energy 1.269268e+01 2.324446e-03 1.269268e-01 displacement 4.196350e+01 5.870324e-01 3.677771e-05 4 Nonlinear solution status: time= 1.705 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 1.164607e-02 0.000000e+00 energy 1.269268e+01 2.660905e-04 1.269268e-01 displacement 4.196350e+01 1.609884e-01 3.513634e-05 5 Nonlinear solution status: time= 1.705 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.369936 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 5.819811e-03 0.000000e+00 energy 1.269268e+01 2.390739e-04 1.269268e-01 displacement 4.196350e+01 6.700566e-03 3.550287e-05 6 Nonlinear solution status: time= 1.705 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.276408 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 1.885241e-03 0.000000e+00 energy 1.269268e+01 6.840474e-06 1.269268e-01 displacement 4.196350e+01 1.592531e-03 3.560019e-05 7 Nonlinear solution status: time= 1.705 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 2.797098e-03 0.000000e+00 energy 1.269268e+01 2.533035e-04 1.269268e-01 displacement 4.196350e+01 1.198620e-02 3.631825e-05 8 Nonlinear solution status: time= 1.705 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 1.928986e-04 0.000000e+00 energy 1.269268e+01 1.904816e-05 1.269268e-01 displacement 4.196350e+01 2.777683e-03 3.662980e-05 9 Nonlinear solution status: time= 1.705 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.586007 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 5.312196e-05 0.000000e+00 energy 1.269268e+01 1.059432e-05 1.269268e-01 displacement 4.196350e+01 2.300910e-04 3.671135e-05 10 Nonlinear solution status: time= 1.705 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 1.292709e-05 0.000000e+00 energy 1.269268e+01 2.032264e-06 1.269268e-01 displacement 4.196350e+01 2.592237e-04 3.658371e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665115 11 Nonlinear solution status: time= 1.705 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.580024e+02 1.094723e-06 0.000000e+00 energy 1.269268e+01 5.981572e-07 1.269268e-01 displacement 4.196350e+01 1.246169e-05 3.655865e-05 ------- converged at time : 1.705 ]0;(step 2/2: 70%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.715 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665133 1 Nonlinear solution status: time= 1.715 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 3.877140e-02 0.000000e+00 energy 1.296079e+01 5.464461e-04 1.296079e-01 displacement 4.310707e+01 4.310707e+01 4.310707e-05 2 Nonlinear solution status: time= 1.715 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 3.204177e-02 0.000000e+00 energy 1.296079e+01 1.272465e-02 1.296079e-01 displacement 4.310707e+01 2.695323e-01 4.704404e-05 3 Nonlinear solution status: time= 1.715 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 7.348557e-03 0.000000e+00 energy 1.296079e+01 2.780540e-03 1.296079e-01 displacement 4.310707e+01 1.784859e-01 4.223100e-05 4 Nonlinear solution status: time= 1.715 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.391715 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 2.393699e-03 0.000000e+00 energy 1.296079e+01 8.817449e-04 1.296079e-01 displacement 4.310707e+01 5.527166e-02 3.958325e-05 5 Nonlinear solution status: time= 1.715 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.346347 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 6.770434e-04 0.000000e+00 energy 1.296079e+01 7.075388e-05 1.296079e-01 displacement 4.310707e+01 5.998263e-03 3.876321e-05 6 Nonlinear solution status: time= 1.715 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.199113 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 2.839063e-04 0.000000e+00 energy 1.296079e+01 4.997484e-05 1.296079e-01 displacement 4.310707e+01 3.977011e-04 3.869877e-05 7 Nonlinear solution status: time= 1.715 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.238088 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 1.904569e-04 0.000000e+00 energy 1.296079e+01 1.383957e-05 1.296079e-01 displacement 4.310707e+01 1.165005e-04 3.865988e-05 8 Nonlinear solution status: time= 1.715 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 7.125666e-05 0.000000e+00 energy 1.296079e+01 1.464347e-05 1.296079e-01 displacement 4.310707e+01 7.810514e-04 3.842894e-05 9 Nonlinear solution status: time= 1.715 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 7.246845e-05 0.000000e+00 energy 1.296079e+01 1.249375e-05 1.296079e-01 displacement 4.310707e+01 1.163950e-04 3.841146e-05 10 Nonlinear solution status: time= 1.715 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 2.732676e-05 0.000000e+00 energy 1.296079e+01 4.293309e-06 1.296079e-01 displacement 4.310707e+01 6.091151e-05 3.844660e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665205 11 Nonlinear solution status: time= 1.715 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.446204 convergence norms : INITIAL CURRENT REQUIRED residual 2.659165e+02 1.308927e-05 0.000000e+00 energy 1.296079e+01 2.540184e-06 1.296079e-01 displacement 4.310707e+01 1.578266e-05 3.843134e-05 ------- converged at time : 1.715 ]0;(step 2/2: 72%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.725 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665205 1 Nonlinear solution status: time= 1.725 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 6.923258e-02 0.000000e+00 energy 1.371292e+01 3.632115e-03 1.371292e-01 displacement 4.621827e+01 4.621827e+01 4.621827e-05 2 Nonlinear solution status: time= 1.725 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 8.729751e-02 0.000000e+00 energy 1.371292e+01 3.368324e-02 1.371292e-01 displacement 4.621827e+01 8.992473e-01 5.087072e-05 3 Nonlinear solution status: time= 1.725 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 1.273926e-02 0.000000e+00 energy 1.371292e+01 7.486480e-03 1.371292e-01 displacement 4.621827e+01 4.000242e-01 4.418142e-05 4 Nonlinear solution status: time= 1.725 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 1.145767e-02 0.000000e+00 energy 1.371292e+01 6.997328e-05 1.371292e-01 displacement 4.621827e+01 4.153117e-01 3.848835e-05 5 Nonlinear solution status: time= 1.725 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.281957 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 7.083538e-03 0.000000e+00 energy 1.371292e+01 4.284466e-05 1.371292e-01 displacement 4.621827e+01 2.338279e-03 3.862777e-05 6 Nonlinear solution status: time= 1.725 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.530460 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 4.028312e-03 0.000000e+00 energy 1.371292e+01 7.635548e-04 1.371292e-01 displacement 4.621827e+01 2.015470e-02 3.956732e-05 7 Nonlinear solution status: time= 1.725 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 1.105800e-02 0.000000e+00 energy 1.371292e+01 1.516186e-03 1.371292e-01 displacement 4.621827e+01 3.647476e-02 4.113251e-05 8 Nonlinear solution status: time= 1.725 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 1.439473e-03 0.000000e+00 energy 1.371292e+01 4.406530e-04 1.371292e-01 displacement 4.621827e+01 2.762967e-02 3.972106e-05 9 Nonlinear solution status: time= 1.725 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.456331 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 7.973918e-04 0.000000e+00 energy 1.371292e+01 1.178300e-05 1.371292e-01 displacement 4.621827e+01 6.905986e-03 3.894205e-05 10 Nonlinear solution status: time= 1.725 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.589735 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 4.369133e-04 0.000000e+00 energy 1.371292e+01 5.878707e-05 1.371292e-01 displacement 4.621827e+01 3.759116e-04 3.889021e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665205 11 Nonlinear solution status: time= 1.725 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.431061 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 9.660607e-05 0.000000e+00 energy 1.371292e+01 2.797870e-05 1.371292e-01 displacement 4.621827e+01 4.295197e-04 3.904105e-05 12 Nonlinear solution status: time= 1.725 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 5.266878e-05 0.000000e+00 energy 1.371292e+01 1.387860e-05 1.371292e-01 displacement 4.621827e+01 2.082896e-04 3.917109e-05 13 Nonlinear solution status: time= 1.725 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.819617e+02 2.105082e-05 0.000000e+00 energy 1.371292e+01 6.450675e-06 1.371292e-01 displacement 4.621827e+01 2.824620e-05 3.916566e-05 ------- converged at time : 1.725 ]0;(step 2/2: 73%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.735 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665205 1 Nonlinear solution status: time= 1.735 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.076764e-01 0.000000e+00 energy 1.457485e+01 4.913893e-02 1.457485e-01 displacement 4.852197e+01 4.852197e+01 4.852197e-05 2 Nonlinear solution status: time= 1.735 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.540301 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 4.526536e-01 0.000000e+00 energy 1.457485e+01 9.910153e-02 1.457485e-01 displacement 4.852197e+01 4.465693e+00 7.230759e-05 3 Nonlinear solution status: time= 1.735 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 4.952077e-02 0.000000e+00 energy 1.457485e+01 1.183432e-02 1.457485e-01 displacement 4.852197e+01 1.685416e+00 5.532941e-05 4 Nonlinear solution status: time= 1.735 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 5.558270e-02 0.000000e+00 energy 1.457485e+01 1.418469e-03 1.457485e-01 displacement 4.852197e+01 1.728398e+00 4.248268e-05 5 Nonlinear solution status: time= 1.735 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.288350 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 2.906790e-02 0.000000e+00 energy 1.457485e+01 7.598024e-04 1.457485e-01 displacement 4.852197e+01 8.340171e-03 4.226564e-05 6 Nonlinear solution status: time= 1.735 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.165347 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.390059e-02 0.000000e+00 energy 1.457485e+01 1.366280e-04 1.457485e-01 displacement 4.852197e+01 3.821085e-03 4.181826e-05 7 Nonlinear solution status: time= 1.735 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.545313 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 2.815460e-03 0.000000e+00 energy 1.457485e+01 4.788721e-04 1.457485e-01 displacement 4.852197e+01 1.995325e-02 4.285723e-05 8 Nonlinear solution status: time= 1.735 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.512059 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.129062e-02 0.000000e+00 energy 1.457485e+01 9.330504e-04 1.457485e-01 displacement 4.852197e+01 2.169230e-02 4.400186e-05 9 Nonlinear solution status: time= 1.735 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.490030e-03 0.000000e+00 energy 1.457485e+01 2.074422e-04 1.457485e-01 displacement 4.852197e+01 1.768295e-02 4.483585e-05 10 Nonlinear solution status: time= 1.735 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 6.691817e-03 0.000000e+00 energy 1.457485e+01 4.835971e-04 1.457485e-01 displacement 4.852197e+01 1.409037e-02 4.400873e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665223 11 Nonlinear solution status: time= 1.735 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.470959 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.932184e-03 0.000000e+00 energy 1.457485e+01 4.747348e-05 1.457485e-01 displacement 4.852197e+01 1.999084e-03 4.366150e-05 12 Nonlinear solution status: time= 1.735 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.570508 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 4.248657e-04 0.000000e+00 energy 1.457485e+01 1.135406e-04 1.457485e-01 displacement 4.852197e+01 2.034110e-03 4.395879e-05 13 Nonlinear solution status: time= 1.735 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.106655e-03 0.000000e+00 energy 1.457485e+01 1.440390e-04 1.457485e-01 displacement 4.852197e+01 1.502404e-03 4.416143e-05 14 Nonlinear solution status: time= 1.735 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 1.742881e-04 0.000000e+00 energy 1.457485e+01 2.801857e-05 1.457485e-01 displacement 4.852197e+01 1.100305e-03 4.389322e-05 15 Nonlinear solution status: time= 1.735 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.520892 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 9.076792e-05 0.000000e+00 energy 1.457485e+01 1.193231e-05 1.457485e-01 displacement 4.852197e+01 2.530105e-04 4.374427e-05 16 Nonlinear solution status: time= 1.735 stiffness updates = 5 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.521954 convergence norms : INITIAL CURRENT REQUIRED residual 3.090797e+02 3.396411e-05 0.000000e+00 energy 1.457485e+01 2.561966e-06 1.457485e-01 displacement 4.852197e+01 1.963698e-05 4.375741e-05 ------- converged at time : 1.735 ]0;(step 2/2: 74%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 66 : 1.745 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665277 1 Nonlinear solution status: time= 1.745 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 7.663147e-02 0.000000e+00 energy 1.499717e+01 6.638755e-02 1.499717e-01 displacement 5.472575e+01 5.472575e+01 5.472575e-05 2 Nonlinear solution status: time= 1.745 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.585699 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 2.137330e-01 0.000000e+00 energy 1.499717e+01 6.933350e-02 1.499717e-01 displacement 5.472575e+01 2.362915e+00 6.938026e-05 3 Nonlinear solution status: time= 1.745 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 2.081080e-02 0.000000e+00 energy 1.499717e+01 1.416421e-02 1.499717e-01 displacement 5.472575e+01 3.809309e-01 6.172436e-05 4 Nonlinear solution status: time= 1.745 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.537072 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 6.941149e-03 0.000000e+00 energy 1.499717e+01 6.192857e-03 1.499717e-01 displacement 5.472575e+01 4.108405e-01 5.416031e-05 5 Nonlinear solution status: time= 1.745 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.287620 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 2.894848e-03 0.000000e+00 energy 1.499717e+01 1.544885e-03 1.499717e-01 displacement 5.472575e+01 2.914247e-02 5.243575e-05 6 Nonlinear solution status: time= 1.745 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.236300 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 1.126609e-03 0.000000e+00 energy 1.499717e+01 1.757029e-04 1.499717e-01 displacement 5.472575e+01 7.655041e-03 5.180485e-05 7 Nonlinear solution status: time= 1.745 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.173305 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 5.957302e-04 0.000000e+00 energy 1.499717e+01 1.544997e-04 1.499717e-01 displacement 5.472575e+01 1.612402e-03 5.168076e-05 8 Nonlinear solution status: time= 1.745 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.133730 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 3.933882e-04 0.000000e+00 energy 1.499717e+01 6.230303e-05 1.499717e-01 displacement 5.472575e+01 1.310920e-03 5.175602e-05 9 Nonlinear solution status: time= 1.745 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.152655 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 2.930354e-04 0.000000e+00 energy 1.499717e+01 2.489984e-05 1.499717e-01 displacement 5.472575e+01 5.093415e-04 5.162631e-05 10 Nonlinear solution status: time= 1.745 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.218173 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 1.930524e-04 0.000000e+00 energy 1.499717e+01 1.658117e-05 1.499717e-01 displacement 5.472575e+01 5.814760e-05 5.161247e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665277 11 Nonlinear solution status: time= 1.745 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 8.577270e-07 0.000000e+00 energy 1.499717e+01 4.918995e-07 1.499717e-01 displacement 5.472575e+01 5.507596e-04 5.188335e-05 12 Nonlinear solution status: time= 1.745 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.005261e+02 2.813610e-08 0.000000e+00 energy 1.499717e+01 2.987829e-08 1.499717e-01 displacement 5.472575e+01 1.006406e-05 5.191657e-05 ------- converged at time : 1.745 ]0;(step 2/2: 75%) 008UL_Quad_run2.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.005 ===== beginning time step 67 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665277 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 8.255048e+01 4.303686e-03 0.000000e+00 energy 3.957165e+00 6.238134e-04 3.957165e-02 displacement 1.442742e+01 1.442742e+01 1.442742e-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 8.255048e+01 2.834933e-04 0.000000e+00 energy 3.957165e+00 1.921880e-04 3.957165e-02 displacement 1.442742e+01 2.690788e-02 1.370438e-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 8.255048e+01 1.265137e-04 0.000000e+00 energy 3.957165e+00 3.419275e-05 3.957165e-02 displacement 1.442742e+01 6.508049e-03 1.330379e-05 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.600887 convergence norms : INITIAL CURRENT REQUIRED residual 8.255048e+01 2.078054e-05 0.000000e+00 energy 3.957165e+00 1.049058e-05 3.957165e-02 displacement 1.442742e+01 1.413612e-04 1.328419e-05 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.397110 convergence norms : INITIAL CURRENT REQUIRED residual 8.255048e+01 7.649101e-06 0.000000e+00 energy 3.957165e+00 4.946935e-07 3.957165e-02 displacement 1.442742e+01 1.879549e-05 1.329179e-05 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.255048e+01 2.031458e-06 0.000000e+00 energy 3.957165e+00 1.277927e-06 3.957165e-02 displacement 1.442742e+01 2.934987e-05 1.331802e-05 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.255048e+01 3.727560e-07 0.000000e+00 energy 3.957165e+00 1.247851e-07 3.957165e-02 displacement 1.442742e+01 2.094607e-06 1.331438e-05 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 68 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665277 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 3.326479e+02 5.915373e-02 0.000000e+00 energy 1.597268e+01 3.523420e-02 1.597268e-01 displacement 5.851944e+01 5.851944e+01 5.851944e-05 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.547689 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 3.451702e-01 0.000000e+00 energy 1.597268e+01 6.295877e-02 1.597268e-01 displacement 5.851944e+01 1.126860e+00 6.015197e-05 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 2.618738e-02 0.000000e+00 energy 1.597268e+01 9.912078e-03 1.597268e-01 displacement 5.851944e+01 1.663227e-01 5.662808e-05 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 6.122854e-02 0.000000e+00 energy 1.597268e+01 8.154989e-03 1.597268e-01 displacement 5.851944e+01 5.795313e-01 5.212482e-05 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.272017 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 3.133554e-02 0.000000e+00 energy 1.597268e+01 1.373408e-03 1.597268e-01 displacement 5.851944e+01 1.010945e-02 5.282667e-05 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.596596 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 1.433476e-02 0.000000e+00 energy 1.597268e+01 6.604997e-03 1.597268e-01 displacement 5.851944e+01 1.364965e-01 5.554825e-05 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 1.940642e-03 0.000000e+00 energy 1.597268e+01 1.765192e-03 1.597268e-01 displacement 5.851944e+01 2.899853e-02 5.510734e-05 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.386162 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 5.566061e-04 0.000000e+00 energy 1.597268e+01 5.937049e-04 1.597268e-01 displacement 5.851944e+01 1.003123e-02 5.411829e-05 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.317727 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 2.297718e-04 0.000000e+00 energy 1.597268e+01 8.705087e-05 1.597268e-01 displacement 5.851944e+01 2.218235e-03 5.386343e-05 10 Nonlinear solution status: time= 1.76 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.476107 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 8.837142e-05 0.000000e+00 energy 1.597268e+01 1.163698e-05 1.597268e-01 displacement 5.851944e+01 1.099183e-03 5.399016e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665277 11 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 4.768654e-07 0.000000e+00 energy 1.597268e+01 3.059325e-07 1.597268e-01 displacement 5.851944e+01 5.003717e-04 5.418124e-05 12 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.326479e+02 1.802732e-08 0.000000e+00 energy 1.597268e+01 1.803057e-08 1.597268e-01 displacement 5.851944e+01 1.336057e-05 5.421906e-05 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665277 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 3.364498e+02 3.597380e-02 0.000000e+00 energy 1.629375e+01 2.546196e-02 1.629375e-01 displacement 6.135395e+01 6.135395e+01 6.135395e-05 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.630498 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 2.011411e-02 0.000000e+00 energy 1.629375e+01 7.067908e-03 1.629375e-01 displacement 6.135395e+01 1.100495e-01 6.326057e-05 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 9.199767e-03 0.000000e+00 energy 1.629375e+01 1.649213e-03 1.629375e-01 displacement 6.135395e+01 8.612977e-02 6.100794e-05 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 5.006802e-03 0.000000e+00 energy 1.629375e+01 2.529185e-05 1.629375e-01 displacement 6.135395e+01 1.331409e-01 5.636632e-05 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.446419 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 3.286836e-03 0.000000e+00 energy 1.629375e+01 5.783873e-04 1.629375e-01 displacement 6.135395e+01 2.993117e-03 5.591056e-05 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 2.712344e-03 0.000000e+00 energy 1.629375e+01 6.661167e-04 1.629375e-01 displacement 6.135395e+01 8.915036e-03 5.667844e-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 3.364498e+02 7.140309e-04 0.000000e+00 energy 1.629375e+01 1.303762e-04 1.629375e-01 displacement 6.135395e+01 1.887385e-03 5.670024e-05 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.454944 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 5.208376e-04 0.000000e+00 energy 1.629375e+01 6.214863e-05 1.629375e-01 displacement 6.135395e+01 5.468259e-04 5.658097e-05 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.472330 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 3.486933e-04 0.000000e+00 energy 1.629375e+01 6.375293e-05 1.629375e-01 displacement 6.135395e+01 7.104542e-04 5.631113e-05 10 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 1.277803e-04 0.000000e+00 energy 1.629375e+01 6.333620e-05 1.629375e-01 displacement 6.135395e+01 2.410545e-04 5.633069e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665385 11 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.364812 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 8.041655e-05 0.000000e+00 energy 1.629375e+01 2.797622e-05 1.629375e-01 displacement 6.135395e+01 1.074762e-04 5.629150e-05 12 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 1.607410e-05 0.000000e+00 energy 1.629375e+01 1.232241e-05 1.629375e-01 displacement 6.135395e+01 7.895680e-05 5.629136e-05 13 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.364498e+02 1.955768e-06 0.000000e+00 energy 1.629375e+01 8.691131e-07 1.629375e-01 displacement 6.135395e+01 1.392507e-05 5.630555e-05 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665385 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 3.461449e+02 3.789010e-02 0.000000e+00 energy 1.693480e+01 1.733828e-02 1.693480e-01 displacement 6.467584e+01 6.467584e+01 6.467584e-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 3.461449e+02 4.399511e-03 0.000000e+00 energy 1.693480e+01 3.155422e-04 1.693480e-01 displacement 6.467584e+01 1.795762e-01 6.068315e-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 3.461449e+02 3.302917e-03 0.000000e+00 energy 1.693480e+01 5.097498e-04 1.693480e-01 displacement 6.467584e+01 7.531848e-02 5.722395e-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 3.461449e+02 9.554765e-04 0.000000e+00 energy 1.693480e+01 6.494534e-05 1.693480e-01 displacement 6.467584e+01 5.056282e-03 5.642600e-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 3.461449e+02 1.057098e-03 0.000000e+00 energy 1.693480e+01 1.534689e-04 1.693480e-01 displacement 6.467584e+01 1.937788e-03 5.613704e-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 3.461449e+02 1.168006e-04 0.000000e+00 energy 1.693480e+01 1.721965e-05 1.693480e-01 displacement 6.467584e+01 7.499512e-04 5.592917e-05 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.603591 convergence norms : INITIAL CURRENT REQUIRED residual 3.461449e+02 4.176751e-05 0.000000e+00 energy 1.693480e+01 9.536604e-06 1.693480e-01 displacement 6.467584e+01 9.670812e-05 5.592685e-05 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.461449e+02 2.708426e-05 0.000000e+00 energy 1.693480e+01 4.480479e-06 1.693480e-01 displacement 6.467584e+01 5.711203e-05 5.590030e-05 9 Nonlinear solution status: time= 1.78 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.461449e+02 5.395201e-06 0.000000e+00 energy 1.693480e+01 1.694234e-06 1.693480e-01 displacement 6.467584e+01 2.379240e-05 5.584703e-05 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665421 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 3.575655e+02 4.404843e-02 0.000000e+00 energy 1.724493e+01 1.669799e-02 1.724493e-01 displacement 6.624314e+01 6.624314e+01 6.624314e-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 3.575655e+02 3.989596e-03 0.000000e+00 energy 1.724493e+01 3.963083e-05 1.724493e-01 displacement 6.624314e+01 1.008909e-01 6.438016e-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 3.575655e+02 7.191455e-04 0.000000e+00 energy 1.724493e+01 2.091191e-05 1.724493e-01 displacement 6.624314e+01 2.241732e-01 5.840067e-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 3.575655e+02 7.915973e-05 0.000000e+00 energy 1.724493e+01 7.488735e-06 1.724493e-01 displacement 6.624314e+01 1.014557e-02 5.726544e-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 3.575655e+02 3.648834e-05 0.000000e+00 energy 1.724493e+01 2.691567e-07 1.724493e-01 displacement 6.624314e+01 1.506168e-03 5.681919e-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 3.575655e+02 2.988788e-06 0.000000e+00 energy 1.724493e+01 9.305638e-08 1.724493e-01 displacement 6.624314e+01 3.051456e-05 5.685171e-05 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665439 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 3.623836e+02 5.557926e-02 0.000000e+00 energy 1.743625e+01 2.919773e-02 1.743625e-01 displacement 6.806505e+01 6.806505e+01 6.806505e-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 3.623836e+02 2.293680e-02 0.000000e+00 energy 1.743625e+01 1.081192e-02 1.743625e-01 displacement 6.806505e+01 6.154543e-01 7.401960e-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 3.623836e+02 4.131380e-03 0.000000e+00 energy 1.743625e+01 2.490992e-03 1.743625e-01 displacement 6.806505e+01 4.348488e-01 6.536433e-05 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.517777 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 2.999565e-03 0.000000e+00 energy 1.743625e+01 6.664993e-04 1.743625e-01 displacement 6.806505e+01 1.305813e-01 6.095374e-05 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.228340 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 2.629851e-04 0.000000e+00 energy 1.743625e+01 7.973011e-05 1.743625e-01 displacement 6.806505e+01 1.262053e-02 5.971468e-05 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 1.984867e-04 0.000000e+00 energy 1.743625e+01 2.290444e-05 1.743625e-01 displacement 6.806505e+01 1.549207e-03 5.971266e-05 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 9.653950e-05 0.000000e+00 energy 1.743625e+01 1.789873e-05 1.743625e-01 displacement 6.806505e+01 4.334399e-04 5.971712e-05 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 3.823161e-05 0.000000e+00 energy 1.743625e+01 8.372365e-06 1.743625e-01 displacement 6.806505e+01 1.282002e-04 5.965546e-05 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 1.150279e-05 0.000000e+00 energy 1.743625e+01 1.529520e-06 1.743625e-01 displacement 6.806505e+01 1.369779e-04 5.976712e-05 10 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.623836e+02 5.362944e-06 0.000000e+00 energy 1.743625e+01 1.242087e-06 1.743625e-01 displacement 6.806505e+01 4.155916e-05 5.972728e-05 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665475 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 3.797894e+02 4.305428e-02 0.000000e+00 energy 1.808236e+01 9.021947e-03 1.808236e-01 displacement 7.401639e+01 7.401639e+01 7.401639e-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 3.797894e+02 7.663464e-03 0.000000e+00 energy 1.808236e+01 1.299230e-03 1.808236e-01 displacement 7.401639e+01 3.044030e-01 6.709709e-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 3.797894e+02 5.678638e-03 0.000000e+00 energy 1.808236e+01 8.348463e-04 1.808236e-01 displacement 7.401639e+01 5.631735e-01 5.751201e-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 3.797894e+02 1.417616e-03 0.000000e+00 energy 1.808236e+01 4.558687e-04 1.808236e-01 displacement 7.401639e+01 5.975570e-02 5.522419e-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 3.797894e+02 5.875424e-04 0.000000e+00 energy 1.808236e+01 1.805229e-05 1.808236e-01 displacement 7.401639e+01 2.660242e-03 5.557650e-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 3.797894e+02 3.072973e-04 0.000000e+00 energy 1.808236e+01 6.509998e-05 1.808236e-01 displacement 7.401639e+01 1.320516e-02 5.434491e-05 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.270192 convergence norms : INITIAL CURRENT REQUIRED residual 3.797894e+02 2.195525e-04 0.000000e+00 energy 1.808236e+01 8.451996e-06 1.808236e-01 displacement 7.401639e+01 1.943896e-03 5.384157e-05 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.797894e+02 3.395997e-05 0.000000e+00 energy 1.808236e+01 1.736168e-05 1.808236e-01 displacement 7.401639e+01 4.478937e-03 5.312268e-05 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.797894e+02 7.170771e-06 0.000000e+00 energy 1.808236e+01 8.463437e-07 1.808236e-01 displacement 7.401639e+01 8.076803e-04 5.342536e-05 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.797894e+02 1.741373e-06 0.000000e+00 energy 1.808236e+01 4.960897e-07 1.808236e-01 displacement 7.401639e+01 5.774405e-05 5.350553e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665475 11 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.797894e+02 4.676300e-08 0.000000e+00 energy 1.808236e+01 8.394173e-09 1.808236e-01 displacement 7.401639e+01 2.823172e-06 5.349029e-05 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665475 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 3.996312e+02 8.113223e-02 0.000000e+00 energy 1.844961e+01 2.091690e-02 1.844961e-01 displacement 7.614557e+01 7.614557e+01 7.614557e-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 3.996312e+02 1.670930e-01 0.000000e+00 energy 1.844961e+01 5.078450e-02 1.844961e-01 displacement 7.614557e+01 1.299268e+00 8.523270e-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 3.996312e+02 2.512288e-02 0.000000e+00 energy 1.844961e+01 1.098040e-02 1.844961e-01 displacement 7.614557e+01 6.353597e-01 7.351129e-05 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.557274 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 6.987628e-03 0.000000e+00 energy 1.844961e+01 3.317136e-03 1.844961e-01 displacement 7.614557e+01 6.506258e-01 6.228055e-05 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.231285 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 3.903912e-03 0.000000e+00 energy 1.844961e+01 8.766305e-04 1.844961e-01 displacement 7.614557e+01 5.842781e-02 5.930570e-05 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.231216 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 1.893560e-03 0.000000e+00 energy 1.844961e+01 4.474494e-04 1.844961e-01 displacement 7.614557e+01 5.414573e-02 5.648780e-05 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.282796 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 1.357371e-03 0.000000e+00 energy 1.844961e+01 4.973963e-05 1.844961e-01 displacement 7.614557e+01 2.785248e-02 5.462652e-05 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 5.018883e-04 0.000000e+00 energy 1.844961e+01 1.561468e-05 1.844961e-01 displacement 7.614557e+01 9.717101e-02 5.153661e-05 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 1.945108e-04 0.000000e+00 energy 1.844961e+01 3.640918e-06 1.844961e-01 displacement 7.614557e+01 3.738673e-02 4.969207e-05 10 Nonlinear solution status: time= 1.82 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 5.949127e-05 0.000000e+00 energy 1.844961e+01 8.524314e-06 1.844961e-01 displacement 7.614557e+01 5.176269e-03 4.907445e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665583 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 7.786511e-07 0.000000e+00 energy 1.844961e+01 4.061541e-07 1.844961e-01 displacement 7.614557e+01 1.090990e-04 4.917186e-05 12 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.996312e+02 1.067086e-07 0.000000e+00 energy 1.844961e+01 7.569598e-08 1.844961e-01 displacement 7.614557e+01 7.578269e-06 4.919158e-05 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665583 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 3.874575e+02 5.869302e-02 0.000000e+00 energy 1.827837e+01 2.474550e-02 1.827837e-01 displacement 7.936645e+01 7.936645e+01 7.936645e-05 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.926793e-02 0.000000e+00 energy 1.827837e+01 5.242692e-03 1.827837e-01 displacement 7.936645e+01 5.450048e-01 7.133926e-05 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 7.025270e-03 0.000000e+00 energy 1.827837e+01 2.232538e-03 1.827837e-01 displacement 7.936645e+01 3.295738e-01 6.354754e-05 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.554305 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.635100e-03 0.000000e+00 energy 1.827837e+01 6.048940e-04 1.827837e-01 displacement 7.936645e+01 8.506333e-02 5.981788e-05 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.379793 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 5.926774e-04 0.000000e+00 energy 1.827837e+01 1.048485e-04 1.827837e-01 displacement 7.936645e+01 1.258393e-02 5.846737e-05 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.195245 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 4.212095e-04 0.000000e+00 energy 1.827837e+01 1.533224e-05 1.827837e-01 displacement 7.936645e+01 1.242190e-03 5.806633e-05 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.408883e-04 0.000000e+00 energy 1.827837e+01 1.709314e-05 1.827837e-01 displacement 7.936645e+01 1.551866e-02 5.673615e-05 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.223943e-04 0.000000e+00 energy 1.827837e+01 1.911379e-05 1.827837e-01 displacement 7.936645e+01 1.594949e-03 5.640973e-05 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.453892e-05 0.000000e+00 energy 1.827837e+01 1.814197e-07 1.827837e-01 displacement 7.936645e+01 1.031882e-04 5.647603e-05 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.547429e-05 0.000000e+00 energy 1.827837e+01 1.701281e-06 1.827837e-01 displacement 7.936645e+01 5.003169e-04 5.669706e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665583 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.874575e+02 1.278363e-06 0.000000e+00 energy 1.827837e+01 1.958593e-07 1.827837e-01 displacement 7.936645e+01 4.036854e-05 5.674036e-05 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665583 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 3.721489e+02 6.522866e-02 0.000000e+00 energy 1.814760e+01 3.027060e-02 1.814760e-01 displacement 8.145458e+01 8.145458e+01 8.145458e-05 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.606826 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 7.303107e-02 0.000000e+00 energy 1.814760e+01 1.518043e-02 1.814760e-01 displacement 8.145458e+01 3.485691e-01 8.084121e-05 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 8.338427e-03 0.000000e+00 energy 1.814760e+01 3.948132e-03 1.814760e-01 displacement 8.145458e+01 2.080701e-01 7.475042e-05 4 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.554220 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 6.531765e-03 0.000000e+00 energy 1.814760e+01 1.543501e-03 1.814760e-01 displacement 8.145458e+01 3.757421e-01 6.676939e-05 5 Nonlinear solution status: time= 1.84 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.273857 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 2.586663e-03 0.000000e+00 energy 1.814760e+01 4.140335e-04 1.814760e-01 displacement 8.145458e+01 4.852861e-02 6.380654e-05 6 Nonlinear solution status: time= 1.84 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.407678 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 1.860169e-03 0.000000e+00 energy 1.814760e+01 1.093416e-04 1.814760e-01 displacement 8.145458e+01 3.546834e-03 6.310426e-05 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 5.584164e-04 0.000000e+00 energy 1.814760e+01 4.295736e-05 1.814760e-01 displacement 8.145458e+01 2.935524e-03 6.286717e-05 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.622835 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 5.070971e-04 0.000000e+00 energy 1.814760e+01 1.944954e-05 1.814760e-01 displacement 8.145458e+01 3.738934e-03 6.288402e-05 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.566731 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 5.816797e-04 0.000000e+00 energy 1.814760e+01 4.421659e-05 1.814760e-01 displacement 8.145458e+01 2.706076e-03 6.303679e-05 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 2.117027e-04 0.000000e+00 energy 1.814760e+01 3.363436e-05 1.814760e-01 displacement 8.145458e+01 4.365314e-03 6.232389e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665529 11 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 2.624531e-05 0.000000e+00 energy 1.814760e+01 1.328168e-05 1.814760e-01 displacement 8.145458e+01 1.232237e-03 6.194469e-05 12 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 1.987621e-05 0.000000e+00 energy 1.814760e+01 5.486303e-06 1.814760e-01 displacement 8.145458e+01 9.398702e-05 6.192391e-05 13 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.721489e+02 3.402440e-06 0.000000e+00 energy 1.814760e+01 1.419287e-06 1.814760e-01 displacement 8.145458e+01 2.706729e-05 6.195823e-05 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665529 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 3.747331e+02 7.182265e-02 0.000000e+00 energy 1.851729e+01 2.478232e-02 1.851729e-01 displacement 8.028198e+01 8.028198e+01 8.028198e-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 3.747331e+02 1.852246e-02 0.000000e+00 energy 1.851729e+01 6.455358e-03 1.851729e-01 displacement 8.028198e+01 3.121166e-01 7.573416e-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 3.747331e+02 8.516678e-03 0.000000e+00 energy 1.851729e+01 1.518203e-03 1.851729e-01 displacement 8.028198e+01 1.212931e-01 7.098553e-05 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.516299 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 3.662982e-03 0.000000e+00 energy 1.851729e+01 7.232629e-04 1.851729e-01 displacement 8.028198e+01 7.973833e-02 6.726550e-05 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.327265 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 1.320205e-03 0.000000e+00 energy 1.851729e+01 2.026479e-04 1.851729e-01 displacement 8.028198e+01 8.769526e-03 6.612775e-05 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.373106 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 6.148390e-04 0.000000e+00 energy 1.851729e+01 3.739758e-05 1.851729e-01 displacement 8.028198e+01 1.881702e-03 6.562494e-05 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 1.928392e-04 0.000000e+00 energy 1.851729e+01 3.487301e-05 1.851729e-01 displacement 8.028198e+01 2.516805e-03 6.531173e-05 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 8.359782e-05 0.000000e+00 energy 1.851729e+01 4.413838e-06 1.851729e-01 displacement 8.028198e+01 9.577892e-04 6.508584e-05 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 3.438934e-05 0.000000e+00 energy 1.851729e+01 1.779617e-06 1.851729e-01 displacement 8.028198e+01 6.959206e-04 6.482817e-05 10 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 2.078052e-05 0.000000e+00 energy 1.851729e+01 1.401077e-06 1.851729e-01 displacement 8.028198e+01 9.824891e-05 6.479187e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665601 11 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 1.900712e-06 0.000000e+00 energy 1.851729e+01 9.545588e-08 1.851729e-01 displacement 8.028198e+01 1.708462e-04 6.464997e-05 12 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.747331e+02 6.159064e-07 0.000000e+00 energy 1.851729e+01 9.784897e-08 1.851729e-01 displacement 8.028198e+01 3.092952e-05 6.458694e-05 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665601 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 3.805534e+02 6.580444e-02 0.000000e+00 energy 1.865855e+01 1.119284e-02 1.865855e-01 displacement 7.894408e+01 7.894408e+01 7.894408e-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 3.805534e+02 1.980412e-02 0.000000e+00 energy 1.865855e+01 3.401612e-03 1.865855e-01 displacement 7.894408e+01 3.349987e-01 7.543424e-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 3.805534e+02 5.862723e-03 0.000000e+00 energy 1.865855e+01 7.532601e-04 1.865855e-01 displacement 7.894408e+01 9.697990e-02 7.177708e-05 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.512525 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 2.474666e-03 0.000000e+00 energy 1.865855e+01 2.879822e-04 1.865855e-01 displacement 7.894408e+01 1.125367e-02 7.049787e-05 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.212065 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 2.325940e-03 0.000000e+00 energy 1.865855e+01 6.536866e-05 1.865855e-01 displacement 7.894408e+01 1.194411e-03 7.041456e-05 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 4.043848e-04 0.000000e+00 energy 1.865855e+01 1.301670e-05 1.865855e-01 displacement 7.894408e+01 3.612477e-03 7.021121e-05 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 3.069684e-04 0.000000e+00 energy 1.865855e+01 2.552424e-06 1.865855e-01 displacement 7.894408e+01 2.859522e-03 6.991936e-05 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 1.460405e-04 0.000000e+00 energy 1.865855e+01 1.142801e-05 1.865855e-01 displacement 7.894408e+01 2.875305e-03 6.961975e-05 9 Nonlinear solution status: time= 1.86 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 4.461588e-05 0.000000e+00 energy 1.865855e+01 9.109135e-06 1.865855e-01 displacement 7.894408e+01 1.939378e-04 6.959376e-05 10 Nonlinear solution status: time= 1.86 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 1.181118e-05 0.000000e+00 energy 1.865855e+01 1.326378e-06 1.865855e-01 displacement 7.894408e+01 2.151705e-04 6.973466e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665601 11 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.805534e+02 9.360453e-07 0.000000e+00 energy 1.865855e+01 9.149521e-08 1.865855e-01 displacement 7.894408e+01 1.707434e-05 6.976334e-05 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665601 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 3.931981e+02 8.362683e-02 0.000000e+00 energy 1.910394e+01 1.867121e-02 1.910394e-01 displacement 8.052311e+01 8.052311e+01 8.052311e-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 3.931981e+02 1.732005e-02 0.000000e+00 energy 1.910394e+01 1.512806e-03 1.910394e-01 displacement 8.052311e+01 3.628015e-01 7.408287e-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 3.931981e+02 6.937530e-03 0.000000e+00 energy 1.910394e+01 2.632864e-04 1.910394e-01 displacement 8.052311e+01 6.496347e-01 6.371956e-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 3.931981e+02 2.035501e-03 0.000000e+00 energy 1.910394e+01 7.362745e-05 1.910394e-01 displacement 8.052311e+01 1.008356e-01 6.027575e-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 3.931981e+02 3.651830e-03 0.000000e+00 energy 1.910394e+01 2.568514e-04 1.910394e-01 displacement 8.052311e+01 9.202673e-02 5.745927e-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 3.931981e+02 4.427845e-04 0.000000e+00 energy 1.910394e+01 6.396525e-05 1.910394e-01 displacement 8.052311e+01 3.198580e-03 5.707818e-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 3.931981e+02 2.874363e-04 0.000000e+00 energy 1.910394e+01 5.410344e-05 1.910394e-01 displacement 8.052311e+01 1.396473e-03 5.735240e-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 3.931981e+02 1.976971e-04 0.000000e+00 energy 1.910394e+01 1.734835e-05 1.910394e-01 displacement 8.052311e+01 5.107877e-03 5.809196e-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 3.931981e+02 8.315623e-05 0.000000e+00 energy 1.910394e+01 2.503942e-05 1.910394e-01 displacement 8.052311e+01 1.409265e-03 5.836414e-05 10 Nonlinear solution status: time= 1.87 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.931981e+02 6.189639e-05 0.000000e+00 energy 1.910394e+01 1.232367e-05 1.910394e-01 displacement 8.052311e+01 1.030473e-03 5.804035e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665709 11 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.931981e+02 1.005156e-06 0.000000e+00 energy 1.910394e+01 4.862654e-07 1.910394e-01 displacement 8.052311e+01 4.129293e-05 5.800839e-05 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665709 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 4.002366e+02 8.287242e-02 0.000000e+00 energy 1.950110e+01 1.222543e-02 1.950110e-01 displacement 8.432304e+01 8.432304e+01 8.432304e-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 4.002366e+02 1.697012e-02 0.000000e+00 energy 1.950110e+01 3.587958e-03 1.950110e-01 displacement 8.432304e+01 6.897645e-01 7.367490e-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 4.002366e+02 5.415214e-03 0.000000e+00 energy 1.950110e+01 1.327177e-03 1.950110e-01 displacement 8.432304e+01 9.873613e-01 6.125431e-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 4.002366e+02 2.033111e-03 0.000000e+00 energy 1.950110e+01 3.774314e-04 1.950110e-01 displacement 8.432304e+01 3.737637e-02 5.996170e-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 4.002366e+02 6.620931e-04 0.000000e+00 energy 1.950110e+01 1.224182e-04 1.950110e-01 displacement 8.432304e+01 1.053636e-02 5.893527e-05 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.570602 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 1.017979e-04 0.000000e+00 energy 1.950110e+01 2.691006e-05 1.950110e-01 displacement 8.432304e+01 6.438437e-03 5.808883e-05 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 3.696884e-05 0.000000e+00 energy 1.950110e+01 7.187460e-06 1.950110e-01 displacement 8.432304e+01 1.205391e-04 5.807207e-05 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 1.194434e-05 0.000000e+00 energy 1.950110e+01 5.970896e-07 1.950110e-01 displacement 8.432304e+01 4.235134e-04 5.828489e-05 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 1.464152e-05 0.000000e+00 energy 1.950110e+01 6.383961e-07 1.950110e-01 displacement 8.432304e+01 1.086105e-03 5.860992e-05 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 7.316685e-06 0.000000e+00 energy 1.950110e+01 1.653268e-06 1.950110e-01 displacement 8.432304e+01 1.532530e-03 5.899912e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665709 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 3.547658e-06 0.000000e+00 energy 1.950110e+01 3.607475e-07 1.950110e-01 displacement 8.432304e+01 2.362219e-04 5.884505e-05 12 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 4.664081e-06 0.000000e+00 energy 1.950110e+01 1.670444e-07 1.950110e-01 displacement 8.432304e+01 4.116125e-04 5.864567e-05 13 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 1.971396e-06 0.000000e+00 energy 1.950110e+01 1.277607e-07 1.950110e-01 displacement 8.432304e+01 9.104261e-05 5.855641e-05 14 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.002366e+02 2.299684e-07 0.000000e+00 energy 1.950110e+01 1.337199e-08 1.950110e-01 displacement 8.432304e+01 7.145901e-06 5.857731e-05 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665709 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 4.260493e+02 9.496960e-02 0.000000e+00 energy 2.006195e+01 7.774653e-03 2.006195e-01 displacement 8.491647e+01 8.491647e+01 8.491647e-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 4.260493e+02 2.897973e-02 0.000000e+00 energy 2.006195e+01 2.688157e-03 2.006195e-01 displacement 8.491647e+01 7.382627e-01 7.528639e-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 4.260493e+02 2.263100e-02 0.000000e+00 energy 2.006195e+01 7.252673e-04 2.006195e-01 displacement 8.491647e+01 2.262523e+00 5.772652e-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 4.260493e+02 8.347068e-03 0.000000e+00 energy 2.006195e+01 6.639662e-04 2.006195e-01 displacement 8.491647e+01 3.396449e-01 5.249227e-05 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.487876 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 3.797360e-03 0.000000e+00 energy 2.006195e+01 3.325987e-04 2.006195e-01 displacement 8.491647e+01 1.330392e-01 4.967899e-05 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.585173 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 8.806638e-03 0.000000e+00 energy 2.006195e+01 8.393127e-04 2.006195e-01 displacement 8.491647e+01 1.691959e-01 4.760591e-05 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 1.515084e-03 0.000000e+00 energy 2.006195e+01 9.494974e-05 2.006195e-01 displacement 8.491647e+01 1.441682e-02 4.827706e-05 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 2.525108e-04 0.000000e+00 energy 2.006195e+01 3.774201e-06 2.006195e-01 displacement 8.491647e+01 1.249245e-03 4.831321e-05 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 2.437019e-04 0.000000e+00 energy 2.006195e+01 1.972871e-05 2.006195e-01 displacement 8.491647e+01 1.105580e-03 4.846673e-05 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 1.107613e-04 0.000000e+00 energy 2.006195e+01 2.612133e-06 2.006195e-01 displacement 8.491647e+01 5.464245e-04 4.826703e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665673 11 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.369572 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 4.562572e-05 0.000000e+00 energy 2.006195e+01 9.524182e-06 2.006195e-01 displacement 8.491647e+01 5.571929e-04 4.806503e-05 12 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.211952 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 2.938465e-05 0.000000e+00 energy 2.006195e+01 1.106804e-06 2.006195e-01 displacement 8.491647e+01 1.638428e-04 4.795871e-05 13 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 4.787691e-05 0.000000e+00 energy 2.006195e+01 7.399068e-06 2.006195e-01 displacement 8.491647e+01 2.010287e-03 4.765947e-05 14 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260493e+02 1.245805e-05 0.000000e+00 energy 2.006195e+01 1.902070e-07 2.006195e-01 displacement 8.491647e+01 1.104063e-05 4.765466e-05 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665655 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 4.484144e+02 8.101769e-02 0.000000e+00 energy 2.053762e+01 1.516957e-02 2.053762e-01 displacement 8.577956e+01 8.577956e+01 8.577956e-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 4.484144e+02 3.087265e-02 0.000000e+00 energy 2.053762e+01 5.778939e-03 2.053762e-01 displacement 8.577956e+01 5.759093e-01 7.614080e-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 4.484144e+02 1.122661e-02 0.000000e+00 energy 2.053762e+01 3.520822e-03 2.053762e-01 displacement 8.577956e+01 5.336025e-01 6.792045e-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 4.484144e+02 1.345229e-02 0.000000e+00 energy 2.053762e+01 9.919609e-04 2.053762e-01 displacement 8.577956e+01 6.214377e-02 6.599137e-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 4.484144e+02 3.009622e-03 0.000000e+00 energy 2.053762e+01 3.964476e-04 2.053762e-01 displacement 8.577956e+01 9.835080e-03 6.619833e-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 4.484144e+02 1.163260e-03 0.000000e+00 energy 2.053762e+01 5.782838e-05 2.053762e-01 displacement 8.577956e+01 1.703831e-02 6.619549e-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 4.484144e+02 4.996698e-04 0.000000e+00 energy 2.053762e+01 7.598974e-05 2.053762e-01 displacement 8.577956e+01 5.574887e-03 6.703663e-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 4.484144e+02 2.646852e-05 0.000000e+00 energy 2.053762e+01 2.161256e-06 2.053762e-01 displacement 8.577956e+01 6.698079e-04 6.697876e-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 4.484144e+02 1.807836e-05 0.000000e+00 energy 2.053762e+01 1.821515e-06 2.053762e-01 displacement 8.577956e+01 6.741905e-05 6.695477e-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 4.484144e+02 9.054828e-06 0.000000e+00 energy 2.053762e+01 2.453035e-07 2.053762e-01 displacement 8.577956e+01 4.039822e-05 6.702103e-05 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665673 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 4.389198e+02 7.655511e-02 0.000000e+00 energy 2.045675e+01 1.402968e-03 2.045675e-01 displacement 8.569758e+01 8.569758e+01 8.569758e-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 4.389198e+02 3.804457e-02 0.000000e+00 energy 2.045675e+01 5.800629e-03 2.045675e-01 displacement 8.569758e+01 3.297350e-01 7.934557e-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 4.389198e+02 6.088493e-02 0.000000e+00 energy 2.045675e+01 9.109063e-03 2.045675e-01 displacement 8.569758e+01 5.127998e-01 7.245412e-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 4.389198e+02 6.656513e-02 0.000000e+00 energy 2.045675e+01 4.749435e-03 2.045675e-01 displacement 8.569758e+01 5.277731e-01 6.483841e-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 4.389198e+02 3.458756e-02 0.000000e+00 energy 2.045675e+01 1.953062e-03 2.045675e-01 displacement 8.569758e+01 1.596597e-01 6.080375e-05 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.599995 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 4.008028e-03 0.000000e+00 energy 2.045675e+01 6.842515e-04 2.045675e-01 displacement 8.569758e+01 8.396651e-03 6.066387e-05 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 6.073896e-03 0.000000e+00 energy 2.045675e+01 1.543545e-04 2.045675e-01 displacement 8.569758e+01 5.408633e-02 5.869036e-05 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 1.951638e-02 0.000000e+00 energy 2.045675e+01 3.300682e-04 2.045675e-01 displacement 8.569758e+01 1.088637e-01 5.576560e-05 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.139081 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 1.233479e-01 0.000000e+00 energy 2.045675e+01 5.395945e-04 2.045675e-01 displacement 8.569758e+01 9.054601e-01 4.851205e-05 10 Nonlinear solution status: time= 1.91 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 4.950802e-02 0.000000e+00 energy 2.045675e+01 7.263296e-04 2.045675e-01 displacement 8.569758e+01 4.805151e-03 4.851426e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665565 11 Nonlinear solution status: time= 1.91 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 1.231656e-02 0.000000e+00 energy 2.045675e+01 1.620467e-03 2.045675e-01 displacement 8.569758e+01 1.371448e-01 5.115683e-05 12 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 4.013599e-03 0.000000e+00 energy 2.045675e+01 5.006547e-04 2.045675e-01 displacement 8.569758e+01 8.354851e-03 5.188866e-05 13 Nonlinear solution status: time= 1.91 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 2.206984e-03 0.000000e+00 energy 2.045675e+01 1.067440e-04 2.045675e-01 displacement 8.569758e+01 3.726837e-02 5.332189e-05 14 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 6.382962e-04 0.000000e+00 energy 2.045675e+01 2.044306e-04 2.045675e-01 displacement 8.569758e+01 1.251816e-02 5.409919e-05 15 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 1.231941e-04 0.000000e+00 energy 2.045675e+01 1.372755e-05 2.045675e-01 displacement 8.569758e+01 1.296896e-03 5.386720e-05 16 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 1.231925e-05 0.000000e+00 energy 2.045675e+01 3.360770e-06 2.045675e-01 displacement 8.569758e+01 1.411004e-04 5.394960e-05 17 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 5.029315e-06 0.000000e+00 energy 2.045675e+01 1.929841e-07 2.045675e-01 displacement 8.569758e+01 1.314368e-04 5.403889e-05 18 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 4.505036e-07 0.000000e+00 energy 2.045675e+01 1.024126e-07 2.045675e-01 displacement 8.569758e+01 7.187310e-05 5.410519e-05 19 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.389198e+02 9.805791e-09 0.000000e+00 energy 2.045675e+01 2.891558e-10 2.045675e-01 displacement 8.569758e+01 4.751304e-07 5.410760e-05 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665565 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 4.432512e+02 1.823456e-01 0.000000e+00 energy 2.036503e+01 4.644052e-02 2.036503e-01 displacement 8.326950e+01 8.326950e+01 8.326950e-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 4.432512e+02 2.266016e-02 0.000000e+00 energy 2.036503e+01 6.732561e-03 2.036503e-01 displacement 8.326950e+01 7.370934e-01 7.294255e-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 4.432512e+02 2.791268e-03 0.000000e+00 energy 2.036503e+01 1.054839e-04 2.036503e-01 displacement 8.326950e+01 1.934639e-01 6.768862e-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 4.432512e+02 1.103645e-02 0.000000e+00 energy 2.036503e+01 2.260137e-04 2.036503e-01 displacement 8.326950e+01 2.042028e-01 6.372130e-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 4.432512e+02 8.514304e-03 0.000000e+00 energy 2.036503e+01 3.480798e-04 2.036503e-01 displacement 8.326950e+01 9.840565e-02 6.127657e-05 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.502678 convergence norms : INITIAL CURRENT REQUIRED residual 4.432512e+02 1.320459e-03 0.000000e+00 energy 2.036503e+01 2.499093e-04 2.036503e-01 displacement 8.326950e+01 1.294873e-02 6.095803e-05 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.432512e+02 4.691530e-04 0.000000e+00 energy 2.036503e+01 2.902344e-06 2.036503e-01 displacement 8.326950e+01 2.411991e-02 6.204147e-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 4.432512e+02 1.058547e-04 0.000000e+00 energy 2.036503e+01 8.959448e-06 2.036503e-01 displacement 8.326950e+01 9.910280e-03 6.299760e-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 4.432512e+02 2.292832e-04 0.000000e+00 energy 2.036503e+01 9.132997e-07 2.036503e-01 displacement 8.326950e+01 1.580574e-02 6.410634e-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 4.432512e+02 6.512835e-05 0.000000e+00 energy 2.036503e+01 2.824203e-06 2.036503e-01 displacement 8.326950e+01 5.380820e-04 6.419368e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665565 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 4.432512e+02 5.062495e-05 0.000000e+00 energy 2.036503e+01 2.796761e-07 2.036503e-01 displacement 8.326950e+01 3.284817e-03 6.368098e-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 4.432512e+02 4.183780e-05 0.000000e+00 energy 2.036503e+01 2.769213e-06 2.036503e-01 displacement 8.326950e+01 1.820742e-03 6.330150e-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 4.432512e+02 1.824419e-05 0.000000e+00 energy 2.036503e+01 4.103860e-06 2.036503e-01 displacement 8.326950e+01 6.077233e-04 6.308336e-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 4.432512e+02 3.076869e-06 0.000000e+00 energy 2.036503e+01 1.411889e-06 2.036503e-01 displacement 8.326950e+01 7.338142e-04 6.332096e-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 4.432512e+02 5.841350e-07 0.000000e+00 energy 2.036503e+01 5.289098e-07 2.036503e-01 displacement 8.326950e+01 4.652586e-04 6.351147e-05 16 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.432512e+02 3.559456e-09 0.000000e+00 energy 2.036503e+01 1.212852e-08 2.036503e-01 displacement 8.326950e+01 4.411812e-05 6.345251e-05 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665565 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 4.407024e+02 1.321709e-01 0.000000e+00 energy 2.007772e+01 7.054635e-02 2.007772e-01 displacement 8.503672e+01 8.503672e+01 8.503672e-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 4.407024e+02 1.433821e-02 0.000000e+00 energy 2.007772e+01 2.298351e-03 2.007772e-01 displacement 8.503672e+01 3.643029e-01 7.812124e-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 4.407024e+02 6.622883e-03 0.000000e+00 energy 2.007772e+01 2.156966e-03 2.007772e-01 displacement 8.503672e+01 2.395140e-01 7.150758e-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 4.407024e+02 1.823095e-03 0.000000e+00 energy 2.007772e+01 3.724620e-04 2.007772e-01 displacement 8.503672e+01 8.171193e-03 7.170593e-05 5 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 8.387132e-04 0.000000e+00 energy 2.007772e+01 3.000733e-06 2.007772e-01 displacement 8.503672e+01 2.076218e-03 7.124771e-05 6 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 1.887342e-04 0.000000e+00 energy 2.007772e+01 8.251796e-06 2.007772e-01 displacement 8.503672e+01 1.778468e-03 7.080473e-05 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 6.183670e-05 0.000000e+00 energy 2.007772e+01 1.291778e-05 2.007772e-01 displacement 8.503672e+01 6.486221e-04 7.064244e-05 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 1.426763e-04 0.000000e+00 energy 2.007772e+01 9.461631e-06 2.007772e-01 displacement 8.503672e+01 1.088682e-03 7.094996e-05 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 3.776918e-05 0.000000e+00 energy 2.007772e+01 7.442502e-06 2.007772e-01 displacement 8.503672e+01 3.252771e-04 7.113314e-05 10 Nonlinear solution status: time= 1.93 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 3.961820e-05 0.000000e+00 energy 2.007772e+01 1.292664e-06 2.007772e-01 displacement 8.503672e+01 8.172066e-04 7.135950e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 11 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 8.278582e-06 0.000000e+00 energy 2.007772e+01 3.338626e-08 2.007772e-01 displacement 8.503672e+01 6.415704e-04 7.106700e-05 12 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 2.407605e-06 0.000000e+00 energy 2.007772e+01 3.573323e-07 2.007772e-01 displacement 8.503672e+01 1.052221e-04 7.095061e-05 13 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.407024e+02 3.344127e-07 0.000000e+00 energy 2.007772e+01 8.795347e-08 2.007772e-01 displacement 8.503672e+01 1.286346e-05 7.091475e-05 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 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 4.569473e+02 1.602804e-01 0.000000e+00 energy 2.048431e+01 3.884047e-02 2.048431e-01 displacement 8.680331e+01 8.680331e+01 8.680331e-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 4.569473e+02 1.978971e-02 0.000000e+00 energy 2.048431e+01 9.024228e-04 2.048431e-01 displacement 8.680331e+01 2.875243e-01 8.272230e-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 4.569473e+02 8.155127e-03 0.000000e+00 energy 2.048431e+01 7.676781e-04 2.048431e-01 displacement 8.680331e+01 2.374609e-01 7.589107e-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 4.569473e+02 5.150690e-03 0.000000e+00 energy 2.048431e+01 1.365427e-04 2.048431e-01 displacement 8.680331e+01 5.697282e-02 7.337899e-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 4.569473e+02 3.723481e-03 0.000000e+00 energy 2.048431e+01 2.194357e-04 2.048431e-01 displacement 8.680331e+01 1.550092e-02 7.211780e-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 4.569473e+02 5.536934e-03 0.000000e+00 energy 2.048431e+01 3.234942e-04 2.048431e-01 displacement 8.680331e+01 8.057570e-03 7.286098e-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 4.569473e+02 9.474388e-04 0.000000e+00 energy 2.048431e+01 4.237277e-05 2.048431e-01 displacement 8.680331e+01 3.585410e-03 7.234391e-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 4.569473e+02 1.902732e-04 0.000000e+00 energy 2.048431e+01 1.766024e-05 2.048431e-01 displacement 8.680331e+01 2.404288e-03 7.271076e-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 4.569473e+02 3.500836e-04 0.000000e+00 energy 2.048431e+01 3.591160e-06 2.048431e-01 displacement 8.680331e+01 3.203683e-03 7.327213e-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 4.569473e+02 8.130764e-04 0.000000e+00 energy 2.048431e+01 2.334953e-05 2.048431e-01 displacement 8.680331e+01 6.488793e-03 7.402017e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 11 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.569473e+02 4.327536e-04 0.000000e+00 energy 2.048431e+01 4.100721e-05 2.048431e-01 displacement 8.680331e+01 7.401145e-03 7.312846e-05 12 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.569473e+02 1.655705e-04 0.000000e+00 energy 2.048431e+01 2.129182e-05 2.048431e-01 displacement 8.680331e+01 2.497638e-04 7.299835e-05 13 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.569473e+02 3.735444e-05 0.000000e+00 energy 2.048431e+01 1.796587e-05 2.048431e-01 displacement 8.680331e+01 2.722283e-04 7.298123e-05 14 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.569473e+02 1.213541e-07 0.000000e+00 energy 2.048431e+01 2.115894e-07 2.048431e-01 displacement 8.680331e+01 2.463406e-05 7.298141e-05 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 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 4.594180e+02 1.455964e-01 0.000000e+00 energy 2.062030e+01 3.258716e-02 2.062030e-01 displacement 9.020655e+01 9.020655e+01 9.020655e-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 4.594180e+02 2.002963e-02 0.000000e+00 energy 2.062030e+01 4.929571e-03 2.062030e-01 displacement 9.020655e+01 4.493114e-01 8.115662e-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 4.594180e+02 1.823708e-02 0.000000e+00 energy 2.062030e+01 3.543887e-03 2.062030e-01 displacement 9.020655e+01 7.690080e-02 7.897947e-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 4.594180e+02 2.716438e-03 0.000000e+00 energy 2.062030e+01 4.434041e-04 2.062030e-01 displacement 9.020655e+01 9.090626e-02 7.590676e-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 4.594180e+02 2.190749e-03 0.000000e+00 energy 2.062030e+01 1.498313e-04 2.062030e-01 displacement 9.020655e+01 4.062701e-02 7.357338e-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 4.594180e+02 2.719730e-03 0.000000e+00 energy 2.062030e+01 3.909747e-04 2.062030e-01 displacement 9.020655e+01 1.348421e-01 6.943299e-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 4.594180e+02 1.302264e-03 0.000000e+00 energy 2.062030e+01 1.513722e-04 2.062030e-01 displacement 9.020655e+01 8.323441e-03 6.876679e-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 4.594180e+02 2.067617e-04 0.000000e+00 energy 2.062030e+01 1.914794e-05 2.062030e-01 displacement 9.020655e+01 1.565265e-02 7.032572e-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 4.594180e+02 5.519863e-05 0.000000e+00 energy 2.062030e+01 3.464823e-06 2.062030e-01 displacement 9.020655e+01 5.783310e-04 7.010636e-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 4.594180e+02 4.142612e-05 0.000000e+00 energy 2.062030e+01 4.140683e-06 2.062030e-01 displacement 9.020655e+01 1.448807e-03 6.970274e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 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 4.594180e+02 3.729110e-05 0.000000e+00 energy 2.062030e+01 1.929333e-06 2.062030e-01 displacement 9.020655e+01 1.282317e-03 6.932204e-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 4.594180e+02 2.012519e-05 0.000000e+00 energy 2.062030e+01 7.591451e-07 2.062030e-01 displacement 9.020655e+01 1.499438e-03 6.888974e-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 4.594180e+02 6.869113e-06 0.000000e+00 energy 2.062030e+01 3.497592e-07 2.062030e-01 displacement 9.020655e+01 3.126470e-04 6.868458e-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 4.594180e+02 2.528915e-06 0.000000e+00 energy 2.062030e+01 3.559145e-07 2.062030e-01 displacement 9.020655e+01 7.089708e-05 6.876596e-05 15 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.594180e+02 6.133803e-07 0.000000e+00 energy 2.062030e+01 2.233879e-07 2.062030e-01 displacement 9.020655e+01 5.902131e-05 6.884854e-05 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 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 4.629120e+02 8.555409e-02 0.000000e+00 energy 2.066847e+01 1.045991e-02 2.066847e-01 displacement 8.871023e+01 8.871023e+01 8.871023e-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 4.629120e+02 3.988215e-02 0.000000e+00 energy 2.066847e+01 3.987282e-03 2.066847e-01 displacement 8.871023e+01 7.655992e-01 7.661830e-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 4.629120e+02 5.631814e-03 0.000000e+00 energy 2.066847e+01 6.079265e-04 2.066847e-01 displacement 8.871023e+01 1.048337e-01 7.278073e-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 4.629120e+02 1.226221e-02 0.000000e+00 energy 2.066847e+01 4.800521e-05 2.066847e-01 displacement 8.871023e+01 9.344790e-02 6.992980e-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 4.629120e+02 7.186134e-03 0.000000e+00 energy 2.066847e+01 3.804991e-04 2.066847e-01 displacement 8.871023e+01 4.064693e-02 6.851527e-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 4.629120e+02 1.052935e-03 0.000000e+00 energy 2.066847e+01 7.146771e-05 2.066847e-01 displacement 8.871023e+01 5.713084e-03 6.869230e-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 4.629120e+02 1.916030e-03 0.000000e+00 energy 2.066847e+01 1.435244e-04 2.066847e-01 displacement 8.871023e+01 1.701214e-02 6.953814e-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 4.629120e+02 1.067582e-04 0.000000e+00 energy 2.066847e+01 7.917360e-06 2.066847e-01 displacement 8.871023e+01 2.650009e-03 6.916518e-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 4.629120e+02 1.899610e-05 0.000000e+00 energy 2.066847e+01 1.158807e-06 2.066847e-01 displacement 8.871023e+01 3.116788e-05 6.912776e-05 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665619 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 4.591378e+02 1.244460e-01 0.000000e+00 energy 2.052669e+01 2.360605e-02 2.052669e-01 displacement 9.015655e+01 9.015655e+01 9.015655e-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 4.591378e+02 6.769556e-02 0.000000e+00 energy 2.052669e+01 3.641536e-03 2.052669e-01 displacement 9.015655e+01 7.674434e-01 7.956337e-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 4.591378e+02 5.052254e-02 0.000000e+00 energy 2.052669e+01 3.339297e-03 2.052669e-01 displacement 9.015655e+01 8.597277e-01 6.715528e-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 4.591378e+02 2.819610e-03 0.000000e+00 energy 2.052669e+01 2.095743e-05 2.052669e-01 displacement 9.015655e+01 2.729620e-02 6.815584e-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 4.591378e+02 1.000289e-02 0.000000e+00 energy 2.052669e+01 2.951907e-04 2.052669e-01 displacement 9.015655e+01 5.068498e-02 6.623967e-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 4.591378e+02 2.245598e-02 0.000000e+00 energy 2.052669e+01 4.468485e-04 2.052669e-01 displacement 9.015655e+01 8.577813e-02 6.361622e-05 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.413423 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 9.503701e-02 0.000000e+00 energy 2.052669e+01 1.554475e-05 2.052669e-01 displacement 9.015655e+01 8.803231e-01 5.591839e-05 8 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.538955 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 3.915502e-02 0.000000e+00 energy 2.052669e+01 6.125651e-04 2.052669e-01 displacement 9.015655e+01 6.254582e-02 5.426520e-05 9 Nonlinear solution status: time= 1.97 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 4.504160e-02 0.000000e+00 energy 2.052669e+01 6.085178e-04 2.052669e-01 displacement 9.015655e+01 2.617863e-01 5.778799e-05 10 Nonlinear solution status: time= 1.97 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 2.514698e-02 0.000000e+00 energy 2.052669e+01 7.037947e-04 2.052669e-01 displacement 9.015655e+01 7.524188e-01 6.492670e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665637 11 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.605302 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 3.352353e-03 0.000000e+00 energy 2.052669e+01 4.039894e-05 2.052669e-01 displacement 9.015655e+01 1.466325e-02 6.439610e-05 12 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.614980 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 1.382199e-03 0.000000e+00 energy 2.052669e+01 1.712657e-04 2.052669e-01 displacement 9.015655e+01 6.635494e-03 6.477648e-05 13 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 1.296832e-03 0.000000e+00 energy 2.052669e+01 2.094187e-05 2.052669e-01 displacement 9.015655e+01 3.103933e-03 6.424434e-05 14 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 6.471112e-04 0.000000e+00 energy 2.052669e+01 1.237206e-04 2.052669e-01 displacement 9.015655e+01 1.050553e-02 6.314848e-05 15 Nonlinear solution status: time= 1.97 stiffness updates = 4 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 8.805874e-05 0.000000e+00 energy 2.052669e+01 1.723202e-06 2.052669e-01 displacement 9.015655e+01 9.303803e-04 6.295867e-05 16 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.618189 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 1.631218e-05 0.000000e+00 energy 2.052669e+01 4.282525e-06 2.052669e-01 displacement 9.015655e+01 1.797179e-04 6.307023e-05 17 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.613962 convergence norms : INITIAL CURRENT REQUIRED residual 4.591378e+02 3.315677e-06 0.000000e+00 energy 2.052669e+01 3.995178e-08 2.052669e-01 displacement 9.015655e+01 1.230300e-05 6.306626e-05 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665691 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 4.382041e+02 2.310133e-01 0.000000e+00 energy 2.038451e+01 1.195159e-03 2.038451e-01 displacement 9.139584e+01 9.139584e+01 9.139584e-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 4.382041e+02 5.868752e-02 0.000000e+00 energy 2.038451e+01 8.334427e-03 2.038451e-01 displacement 9.139584e+01 6.738726e-01 8.030829e-05 3 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.588079 convergence norms : INITIAL CURRENT REQUIRED residual 4.382041e+02 7.232932e-03 0.000000e+00 energy 2.038451e+01 1.776669e-03 2.038451e-01 displacement 9.139584e+01 5.421463e-02 7.926550e-05 4 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.404493 convergence norms : INITIAL CURRENT REQUIRED residual 4.382041e+02 4.887792e-03 0.000000e+00 energy 2.038451e+01 4.850693e-04 2.038451e-01 displacement 9.139584e+01 7.093084e-03 7.859962e-05 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.148213 convergence norms : INITIAL CURRENT REQUIRED residual 4.382041e+02 3.366818e-03 0.000000e+00 energy 2.038451e+01 2.100428e-04 2.038451e-01 displacement 9.139584e+01 4.004441e-03 7.781230e-05 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.018571 convergence norms : INITIAL CURRENT REQUIRED residual 4.382041e+02 3.210289e-03 0.000000e+00 energy 2.038451e+01 2.120008e-05 2.038451e-01 displacement 9.139584e+01 3.010497e-05 7.775784e-05 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 008UL_Quad_run2.feb - FEBio 2.8.0.0  ===== beginning time step 91 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665691 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 4.390733e+02 2.616245e-01 0.000000e+00 energy 2.022643e+01 2.976872e-02 2.022643e-01 displacement 9.425505e+01 9.425505e+01 9.425505e-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 4.390733e+02 9.614127e-02 0.000000e+00 energy 2.022643e+01 1.187731e-02 2.022643e-01 displacement 9.425505e+01 1.478632e+00 8.057112e-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 4.390733e+02 1.318799e-01 0.000000e+00 energy 2.022643e+01 1.257456e-02 2.022643e-01 displacement 9.425505e+01 1.076615e+00 6.822601e-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 4.390733e+02 1.217886e-02 0.000000e+00 energy 2.022643e+01 1.827905e-03 2.022643e-01 displacement 9.425505e+01 2.317894e-01 6.442022e-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 4.390733e+02 6.325025e-03 0.000000e+00 energy 2.022643e+01 1.473218e-04 2.022643e-01 displacement 9.425505e+01 7.582631e-02 6.131201e-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 4.390733e+02 4.060831e-03 0.000000e+00 energy 2.022643e+01 3.970243e-04 2.022643e-01 displacement 9.425505e+01 1.704159e-01 5.710410e-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 4.390733e+02 1.487060e-03 0.000000e+00 energy 2.022643e+01 3.040475e-04 2.022643e-01 displacement 9.425505e+01 7.663409e-03 5.705193e-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 4.390733e+02 1.452290e-03 0.000000e+00 energy 2.022643e+01 2.981491e-05 2.022643e-01 displacement 9.425505e+01 6.078694e-03 5.763233e-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 4.390733e+02 2.313871e-04 0.000000e+00 energy 2.022643e+01 3.705790e-06 2.022643e-01 displacement 9.425505e+01 8.058833e-04 5.738290e-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 4.390733e+02 1.679253e-04 0.000000e+00 energy 2.022643e+01 3.222271e-06 2.022643e-01 displacement 9.425505e+01 2.800681e-03 5.691290e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665691 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 4.390733e+02 2.759776e-05 0.000000e+00 energy 2.022643e+01 6.098039e-06 2.022643e-01 displacement 9.425505e+01 2.379477e-03 5.654552e-05 12 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.390733e+02 2.096851e-05 0.000000e+00 energy 2.022643e+01 3.019546e-07 2.022643e-01 displacement 9.425505e+01 1.466800e-03 5.623181e-05 13 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.390733e+02 3.640614e-06 0.000000e+00 energy 2.022643e+01 4.906141e-07 2.022643e-01 displacement 9.425505e+01 6.126734e-05 5.617214e-05 14 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.390733e+02 9.265680e-07 0.000000e+00 energy 2.022643e+01 3.348451e-08 2.022643e-01 displacement 9.425505e+01 2.416142e-05 5.618153e-05 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 008UL_Quad_run2.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 92 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665691 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 4.484537e+02 1.793340e-01 0.000000e+00 energy 2.055495e+01 3.808137e-02 2.055495e-01 displacement 9.811544e+01 9.811544e+01 9.811544e-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 4.484537e+02 2.807276e-01 0.000000e+00 energy 2.055495e+01 9.378093e-04 2.055495e-01 displacement 9.811544e+01 1.768427e+00 8.023379e-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 4.484537e+02 2.243037e-01 0.000000e+00 energy 2.055495e+01 6.680841e-03 2.055495e-01 displacement 9.811544e+01 2.861513e+00 6.092950e-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 4.484537e+02 1.045378e-01 0.000000e+00 energy 2.055495e+01 2.428688e-03 2.055495e-01 displacement 9.811544e+01 6.736080e-02 6.127484e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.428252 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 7.031873e-02 0.000000e+00 energy 2.055495e+01 1.654691e-03 2.055495e-01 displacement 9.811544e+01 3.987814e-02 6.131029e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 2.895765e-01 0.000000e+00 energy 2.055495e+01 6.773113e-03 2.055495e-01 displacement 9.811544e+01 3.129494e-01 5.742599e-05 7 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 5.428154e-02 0.000000e+00 energy 2.055495e+01 1.253402e-04 2.055495e-01 displacement 9.811544e+01 1.403436e-01 5.462994e-05 8 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 5.805372e-02 0.000000e+00 energy 2.055495e+01 6.537544e-03 2.055495e-01 displacement 9.811544e+01 1.062301e-01 5.401427e-05 9 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 1.483614e-01 0.000000e+00 energy 2.055495e+01 2.609240e-03 2.055495e-01 displacement 9.811544e+01 3.373037e-01 4.983545e-05 10 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 5.888728e-01 0.000000e+00 energy 2.055495e+01 9.936825e-03 2.055495e-01 displacement 9.811544e+01 3.715605e+00 4.035244e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665709 11 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.521257 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 2.962842e-01 0.000000e+00 energy 2.055495e+01 1.979190e-02 2.055495e-01 displacement 9.811544e+01 1.287707e-01 4.090289e-05 12 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.496046 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 1.051387e+00 0.000000e+00 energy 2.055495e+01 2.417587e-02 2.055495e-01 displacement 9.811544e+01 2.531428e-01 4.089362e-05 13 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 2.599764e-01 0.000000e+00 energy 2.055495e+01 2.604204e-02 2.055495e-01 displacement 9.811544e+01 9.976872e-01 4.102389e-05 14 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 5.623110e-02 0.000000e+00 energy 2.055495e+01 1.449823e-03 2.055495e-01 displacement 9.811544e+01 1.811251e-01 4.150340e-05 15 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 4.397311e-02 0.000000e+00 energy 2.055495e+01 5.805644e-03 2.055495e-01 displacement 9.811544e+01 1.338762e-01 4.150777e-05 16 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 5.017732e-03 0.000000e+00 energy 2.055495e+01 1.775186e-04 2.055495e-01 displacement 9.811544e+01 7.624328e-02 4.064637e-05 17 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 4.640019e-03 0.000000e+00 energy 2.055495e+01 1.507443e-04 2.055495e-01 displacement 9.811544e+01 2.296216e-02 4.017996e-05 18 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.452272 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.769285e-03 0.000000e+00 energy 2.055495e+01 1.504171e-04 2.055495e-01 displacement 9.811544e+01 1.363892e-02 3.983957e-05 19 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.056061 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.789712e-02 0.000000e+00 energy 2.055495e+01 1.432888e-04 2.055495e-01 displacement 9.811544e+01 8.166809e-04 3.976016e-05 20 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 4.047737e-02 0.000000e+00 energy 2.055495e+01 8.135071e-04 2.055495e-01 displacement 9.811544e+01 3.249119e-01 3.811366e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665655 21 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 34 stiffness matrix reformations = 3 step from line search = 0.112602 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 2.795877e-02 0.000000e+00 energy 2.055495e+01 6.095567e-03 2.055495e-01 displacement 9.811544e+01 4.596819e-02 3.831368e-05 22 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 40 stiffness matrix reformations = 3 step from line search = 0.064148 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 4.444542e-02 0.000000e+00 energy 2.055495e+01 4.041678e-03 2.055495e-01 displacement 9.811544e+01 1.143275e-02 3.846201e-05 23 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 41 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 2.263615e-02 0.000000e+00 energy 2.055495e+01 1.629695e-03 2.055495e-01 displacement 9.811544e+01 2.341355e-02 3.879892e-05 24 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 42 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 6.465749e-03 0.000000e+00 energy 2.055495e+01 1.056196e-03 2.055495e-01 displacement 9.811544e+01 3.966924e-02 3.952022e-05 25 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 44 stiffness matrix reformations = 3 step from line search = 0.482284 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.019553e-03 0.000000e+00 energy 2.055495e+01 3.753241e-04 2.055495e-01 displacement 9.811544e+01 2.003585e-03 3.948777e-05 26 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 50 stiffness matrix reformations = 3 step from line search = 0.056126 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.994089e-02 0.000000e+00 energy 2.055495e+01 1.433741e-04 2.055495e-01 displacement 9.811544e+01 1.194516e-04 3.945859e-05 27 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 51 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.177311e-02 0.000000e+00 energy 2.055495e+01 1.672232e-04 2.055495e-01 displacement 9.811544e+01 4.502809e-02 3.874879e-05 28 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 52 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.190652e-02 0.000000e+00 energy 2.055495e+01 1.918494e-04 2.055495e-01 displacement 9.811544e+01 1.171013e-03 3.888345e-05 29 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 54 stiffness matrix reformations = 3 step from line search = 0.625722 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.645401e-03 0.000000e+00 energy 2.055495e+01 6.808361e-04 2.055495e-01 displacement 9.811544e+01 1.025605e-02 3.924935e-05 30 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 55 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.284325e-02 0.000000e+00 energy 2.055495e+01 2.118626e-04 2.055495e-01 displacement 9.811544e+01 4.233310e-03 3.912909e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 706029 Nr of nonzeroes in stiffness matrix ....... : 57665655 31 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 59 stiffness matrix reformations = 4 step from line search = 0.107576 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 1.828433e-02 0.000000e+00 energy 2.055495e+01 4.770576e-03 2.055495e-01 displacement 9.811544e+01 3.759012e-02 3.926500e-05 32 Nonlinear solution status: time= 2 stiffness updates = 1 right hand side evaluations = 60 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 1.088795e-02 0.000000e+00 energy 2.055495e+01 1.117152e-03 2.055495e-01 displacement 9.811544e+01 2.322152e-02 3.894331e-05 33 Nonlinear solution status: time= 2 stiffness updates = 2 right hand side evaluations = 65 stiffness matrix reformations = 4 step from line search = 0.104895 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 8.262072e-03 0.000000e+00 energy 2.055495e+01 6.085689e-04 2.055495e-01 displacement 9.811544e+01 1.515310e-03 3.885067e-05 34 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 71 stiffness matrix reformations = 4 step from line search = 0.091793 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 2.965349e-02 0.000000e+00 energy 2.055495e+01 7.537714e-04 2.055495e-01 displacement 9.811544e+01 5.233041e-04 3.883576e-05 35 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 72 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 7.343425e-03 0.000000e+00 energy 2.055495e+01 1.990613e-04 2.055495e-01 displacement 9.811544e+01 1.416449e-03 3.886434e-05 36 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 73 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 6.754788e-03 0.000000e+00 energy 2.055495e+01 8.142647e-05 2.055495e-01 displacement 9.811544e+01 4.829485e-04 3.892169e-05 37 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 74 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 5.213188e-03 0.000000e+00 energy 2.055495e+01 9.795407e-05 2.055495e-01 displacement 9.811544e+01 4.698807e-03 3.918463e-05 38 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 75 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 3.145365e-03 0.000000e+00 energy 2.055495e+01 3.275483e-04 2.055495e-01 displacement 9.811544e+01 2.010540e-03 3.928878e-05 39 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 77 stiffness matrix reformations = 4 step from line search = 0.407978 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 1.352439e-03 0.000000e+00 energy 2.055495e+01 2.312525e-04 2.055495e-01 displacement 9.811544e+01 1.244640e-03 3.925955e-05 40 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 83 stiffness matrix reformations = 4 step from line search = 0.056079 convergence norms : INITIAL CURRENT REQUIRED residual 4.484537e+02 1.223646e-03 0.000000e+00 energy 2.055495e+01 2.348985e-05 2.055495e-01 displacement 9.811544e+01 2.783832e-05 3.924747e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 008UL_Quad_run2.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 .................... : 92 Total number of equilibrium iterations ............ : 824 Average number of equilibrium iterations .......... : 8.95652 Total number of right hand evaluations ............ : 1229 Total number of stiffness reformations ............ : 142 Time in linear solver: 4:16:35 Elapsed time : 5:10:41 N O R M A L T E R M I N A T I O N