=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 0 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== Reading file /home/doherts/lustre/MULTIS/006_UA_Uncleaned/006UA_QuadUncleaned_run4.feb ...SUCCESS! ]0;(step 1/2: 0%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.492483e-20 3.570221e-20 0.000000e+00 energy 1.618760e-21 4.574131e-22 1.618760e-23 displacement 1.390438e-21 1.390438e-21 1.390438e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.570221e-20 5.342761e-20 0.000000e+00 energy 1.379358e-21 9.095327e-22 1.379358e-23 displacement 9.046847e-22 9.046847e-22 9.046847e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 3 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.342761e-20 5.314318e-20 0.000000e+00 energy 1.816233e-21 9.197741e-22 1.816233e-23 displacement 9.134944e-22 9.134944e-22 9.134944e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 4 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.314318e-20 5.226291e-20 0.000000e+00 energy 1.821418e-21 9.251780e-22 1.821418e-23 displacement 9.208378e-22 9.208378e-22 9.208378e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.226291e-20 5.220082e-20 0.000000e+00 energy 1.819174e-21 9.193143e-22 1.819174e-23 displacement 9.240025e-22 9.240025e-22 9.240025e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 6 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.220082e-20 5.179704e-20 0.000000e+00 energy 1.818414e-21 9.199716e-22 1.818414e-23 displacement 9.135094e-22 9.135094e-22 9.135094e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 7 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.179704e-20 5.256241e-20 0.000000e+00 energy 1.809952e-21 9.172763e-22 1.809952e-23 displacement 9.116550e-22 9.116550e-22 9.116550e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.256241e-20 5.410199e-20 0.000000e+00 energy 1.818451e-21 9.256923e-22 1.818451e-23 displacement 9.124808e-22 9.124808e-22 9.124808e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 9 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.410199e-20 5.372921e-20 0.000000e+00 energy 1.821963e-21 9.262466e-22 1.821963e-23 displacement 9.068605e-22 9.068605e-22 9.068605e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 10 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.372921e-20 5.291733e-20 0.000000e+00 energy 1.824852e-21 9.268575e-22 1.824852e-23 displacement 9.115793e-22 9.115793e-22 9.115793e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.291733e-20 5.336598e-20 0.000000e+00 energy 1.822125e-21 9.262968e-22 1.822125e-23 displacement 9.064492e-22 9.064492e-22 9.064492e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 12 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.336598e-20 5.241001e-20 0.000000e+00 energy 1.818205e-21 9.236036e-22 1.818205e-23 displacement 9.118322e-22 9.118322e-22 9.118322e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 12 Total number of equilibrium iterations ............ : 12 Average number of equilibrium iterations .......... : 1 Total number of right hand evaluations ............ : 24 Total number of stiffness reformations ............ : 12 Time in linear solver: 0:16:16 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.241001e-20 5.354483e-20 0.000000e+00 energy 1.810937e-21 9.153174e-22 1.810937e-23 displacement 9.129612e-22 9.129612e-22 9.129612e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: decreasing time step, dt = 0.01 ===== beginning time step 2 : 1.11 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.11 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.354483e-20 5.235160e-20 0.000000e+00 energy 1.815451e-21 9.255119e-22 1.815451e-23 displacement 9.126825e-22 9.126825e-22 9.126825e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.235160e-20 5.229589e-20 0.000000e+00 energy 1.821091e-21 9.171383e-22 1.821091e-23 displacement 9.108518e-22 9.108518e-22 9.108518e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.13 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.229589e-20 5.428095e-20 0.000000e+00 energy 1.819300e-21 9.196632e-22 1.819300e-23 displacement 9.247368e-22 9.247368e-22 9.247368e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.428095e-20 5.467932e-20 0.000000e+00 energy 1.814500e-21 9.265597e-22 1.814500e-23 displacement 9.251423e-22 9.251423e-22 9.251423e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.467932e-20 5.201581e-20 0.000000e+00 energy 1.827947e-21 9.228262e-22 1.827947e-23 displacement 9.203333e-22 9.203333e-22 9.203333e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.201581e-20 5.506050e-20 0.000000e+00 energy 1.816255e-21 9.166468e-22 1.816255e-23 displacement 9.143594e-22 9.143594e-22 9.143594e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.17 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.506050e-20 5.345323e-20 0.000000e+00 energy 1.822738e-21 9.317061e-22 1.822738e-23 displacement 9.149393e-22 9.149393e-22 9.149393e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.345323e-20 5.223202e-20 0.000000e+00 energy 1.826553e-21 9.177038e-22 1.826553e-23 displacement 9.156837e-22 9.156837e-22 9.156837e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.19 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.223202e-20 5.288678e-20 0.000000e+00 energy 1.816788e-21 9.323096e-22 1.816788e-23 displacement 9.129293e-22 9.129293e-22 9.129293e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.288678e-20 5.336047e-20 0.000000e+00 energy 1.829035e-21 9.238594e-22 1.829035e-23 displacement 9.141777e-22 9.141777e-22 9.141777e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.336047e-20 5.254707e-20 0.000000e+00 energy 1.823020e-21 9.241886e-22 1.823020e-23 displacement 9.121304e-22 9.121304e-22 9.121304e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.254707e-20 5.270496e-20 0.000000e+00 energy 1.827996e-21 9.198708e-22 1.827996e-23 displacement 9.044784e-22 9.044784e-22 9.044784e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.270496e-20 5.216603e-20 0.000000e+00 energy 1.812111e-21 9.129203e-22 1.812111e-23 displacement 9.061917e-22 9.061917e-22 9.061917e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.23 ]0;(step 2/2: 23%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.216603e-20 5.412443e-20 0.000000e+00 energy 1.814097e-21 9.180983e-22 1.814097e-23 displacement 9.125500e-22 9.125500e-22 9.125500e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.24 ]0;(step 2/2: 24%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 16 : 1.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.412443e-20 5.453186e-20 0.000000e+00 energy 1.815096e-21 9.150082e-22 1.815096e-23 displacement 9.161188e-22 9.161188e-22 9.161188e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.25 ]0;(step 2/2: 25%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 17 : 1.26 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.453186e-20 5.173028e-20 0.000000e+00 energy 1.810019e-21 9.153070e-22 1.810019e-23 displacement 9.255044e-22 9.255044e-22 9.255044e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.26 ]0;(step 2/2: 26%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.173028e-20 5.176216e-20 0.000000e+00 energy 1.805703e-21 9.121880e-22 1.805703e-23 displacement 9.130028e-22 9.130028e-22 9.130028e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.27 ]0;(step 2/2: 27%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.176216e-20 5.200611e-20 0.000000e+00 energy 1.810414e-21 9.194280e-22 1.810414e-23 displacement 9.100544e-22 9.100544e-22 9.100544e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.28 ]0;(step 2/2: 28%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.29 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.200611e-20 5.428311e-20 0.000000e+00 energy 1.815275e-21 9.187104e-22 1.815275e-23 displacement 9.205070e-22 9.205070e-22 9.205070e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.29 ]0;(step 2/2: 29%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.428311e-20 5.282199e-20 0.000000e+00 energy 1.817298e-21 9.172196e-22 1.817298e-23 displacement 9.196319e-22 9.196319e-22 9.196319e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.3 ]0;(step 2/2: 30%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.282199e-20 5.333283e-20 0.000000e+00 energy 1.816575e-21 9.258019e-22 1.816575e-23 displacement 9.178855e-22 9.178855e-22 9.178855e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.31 ]0;(step 2/2: 31%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.333283e-20 5.214689e-20 0.000000e+00 energy 1.824374e-21 9.220850e-22 1.824374e-23 displacement 9.114874e-22 9.114874e-22 9.114874e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.32 ]0;(step 2/2: 32%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.214689e-20 5.522740e-20 0.000000e+00 energy 1.811171e-21 9.194580e-22 1.811171e-23 displacement 9.083864e-22 9.083864e-22 9.083864e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.33 ]0;(step 2/2: 33%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.522740e-20 5.356834e-20 0.000000e+00 energy 1.817713e-21 9.186870e-22 1.817713e-23 displacement 9.141477e-22 9.141477e-22 9.141477e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.34 ]0;(step 2/2: 34%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.356834e-20 5.504121e-20 0.000000e+00 energy 1.809203e-21 9.172797e-22 1.809203e-23 displacement 9.092263e-22 9.092263e-22 9.092263e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.35 ]0;(step 2/2: 35%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.504121e-20 5.394181e-20 0.000000e+00 energy 1.817357e-21 9.222648e-22 1.817357e-23 displacement 9.056006e-22 9.056006e-22 9.056006e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.36 ]0;(step 2/2: 36%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35283933 1 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 5.394181e-20 4.941054e-02 0.000000e+00 energy 1.814355e-21 3.600618e-17 1.814355e-23 displacement 9.082038e-22 2.270510e-22 2.270510e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284149 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 4.941054e-02 1.044310e-04 0.000000e+00 energy 3.600618e-17 1.537934e-04 3.600618e-19 displacement 9.082038e-22 2.952349e-01 2.952349e-07 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284041 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 1.044310e-04 1.713217e-05 0.000000e+00 energy 1.537934e-04 1.251789e-06 1.537934e-06 displacement 9.082038e-22 1.471098e-01 3.385121e-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 1.044310e-04 1.311008e-07 0.000000e+00 energy 1.537934e-04 2.695039e-07 1.537934e-06 displacement 9.082038e-22 4.607502e-05 3.377040e-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 1.044310e-04 3.756469e-08 0.000000e+00 energy 1.537934e-04 2.527494e-08 1.537934e-06 displacement 9.082038e-22 1.890631e-04 3.300024e-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 1.044310e-04 1.664875e-08 0.000000e+00 energy 1.537934e-04 1.889235e-08 1.537934e-06 displacement 9.082038e-22 1.363270e-05 3.286523e-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 1.044310e-04 8.183040e-09 0.000000e+00 energy 1.537934e-04 8.036889e-09 1.537934e-06 displacement 9.082038e-22 2.180247e-06 3.300669e-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 1.044310e-04 9.489503e-10 0.000000e+00 energy 1.537934e-04 9.964774e-10 1.537934e-06 displacement 9.082038e-22 6.382932e-06 3.317755e-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 1.044310e-04 7.093317e-12 0.000000e+00 energy 1.537934e-04 2.328207e-11 1.537934e-06 displacement 9.082038e-22 9.989924e-07 3.323531e-07 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.37 ]0;(step 2/2: 37%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284041 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 1.558053e-01 5.767335e-03 0.000000e+00 energy 1.029911e-01 1.477629e-02 1.029911e-03 displacement 2.474727e+00 2.474727e+00 2.474727e-06 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.465297 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 4.392387e-02 0.000000e+00 energy 1.029911e-01 1.348406e-02 1.029911e-03 displacement 2.474727e+00 1.902398e+00 8.475286e-06 3 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 5.187159e-03 0.000000e+00 energy 1.029911e-01 1.886529e-03 1.029911e-03 displacement 2.474727e+00 9.297368e-02 7.052599e-06 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.579536 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 3.394641e-03 0.000000e+00 energy 1.029911e-01 1.237622e-03 1.029911e-03 displacement 2.474727e+00 4.352917e-01 4.049487e-06 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.263871 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 1.590947e-03 0.000000e+00 energy 1.029911e-01 1.807201e-04 1.029911e-03 displacement 2.474727e+00 4.294116e-02 3.279856e-06 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.203111 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 5.215962e-04 0.000000e+00 energy 1.029911e-01 1.391058e-06 1.029911e-03 displacement 2.474727e+00 1.166049e-02 2.953179e-06 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 1.558053e-01 4.080351e-05 0.000000e+00 energy 1.029911e-01 1.408869e-05 1.029911e-03 displacement 2.474727e+00 3.353745e-03 3.091830e-06 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.582058 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 1.604036e-05 0.000000e+00 energy 1.029911e-01 2.986823e-06 1.029911e-03 displacement 2.474727e+00 3.643833e-04 3.068602e-06 9 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.577727 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 6.126911e-06 0.000000e+00 energy 1.029911e-01 3.034361e-06 1.029911e-03 displacement 2.474727e+00 4.767778e-04 3.079686e-06 10 Nonlinear solution status: time= 1.38 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 1.853683e-07 0.000000e+00 energy 1.029911e-01 4.634735e-08 1.029911e-03 displacement 2.474727e+00 6.070046e-05 3.057665e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284149 11 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.558053e-01 3.314856e-11 0.000000e+00 energy 1.029911e-01 4.099756e-10 1.029911e-03 displacement 2.474727e+00 1.568621e-06 3.057586e-06 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284149 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 5.918669e-01 9.679062e-03 0.000000e+00 energy 2.333807e-01 8.134300e-03 2.333807e-03 displacement 3.611694e+00 3.611694e+00 3.611694e-06 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.490269 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 6.381141e-02 0.000000e+00 energy 2.333807e-01 2.571233e-02 2.333807e-03 displacement 3.611694e+00 3.787885e+00 1.384800e-05 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 1.617353e-02 0.000000e+00 energy 2.333807e-01 3.257513e-03 2.333807e-03 displacement 3.611694e+00 2.095843e-01 1.134847e-05 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.452051 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 7.401799e-03 0.000000e+00 energy 2.333807e-01 2.413792e-03 2.333807e-03 displacement 3.611694e+00 5.782643e-01 6.936238e-06 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.339803 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 3.291897e-03 0.000000e+00 energy 2.333807e-01 6.561606e-04 2.333807e-03 displacement 3.611694e+00 1.253011e-01 5.319849e-06 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.261628 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 1.177796e-03 0.000000e+00 energy 2.333807e-01 3.122778e-04 2.333807e-03 displacement 3.611694e+00 2.245396e-02 4.788312e-06 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.195091 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 3.922494e-04 0.000000e+00 energy 2.333807e-01 1.262780e-04 2.333807e-03 displacement 3.611694e+00 1.431198e-02 4.321352e-06 8 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.317973 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 2.453246e-04 0.000000e+00 energy 2.333807e-01 3.885890e-05 2.333807e-03 displacement 3.611694e+00 1.964276e-03 4.163244e-06 9 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 6.796309e-05 0.000000e+00 energy 2.333807e-01 2.493254e-05 2.333807e-03 displacement 3.611694e+00 2.668804e-03 4.120626e-06 10 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 1.046095e-06 0.000000e+00 energy 2.333807e-01 4.313659e-07 2.333807e-03 displacement 3.611694e+00 4.321730e-04 4.165494e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284203 11 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 3.676065e-09 0.000000e+00 energy 2.333807e-01 1.746980e-09 2.333807e-03 displacement 3.611694e+00 6.041971e-06 4.172548e-06 12 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.918669e-01 1.195703e-10 0.000000e+00 energy 2.333807e-01 7.880370e-11 2.333807e-03 displacement 3.611694e+00 4.137400e-09 4.172421e-06 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284203 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 7.909514e-01 9.648633e-04 0.000000e+00 energy 3.255486e-01 1.363285e-03 3.255486e-03 displacement 5.153822e+00 5.153822e+00 5.153822e-06 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.619158 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 5.136076e-04 0.000000e+00 energy 3.255486e-01 5.864866e-04 3.255486e-03 displacement 5.153822e+00 6.756423e-02 6.061685e-06 3 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 5.294074e-05 0.000000e+00 energy 3.255486e-01 1.441990e-04 3.255486e-03 displacement 5.153822e+00 7.797259e-03 5.802484e-06 4 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.473548 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 1.120449e-05 0.000000e+00 energy 3.255486e-01 4.779895e-05 3.255486e-03 displacement 5.153822e+00 9.087087e-03 5.633692e-06 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.330794 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 6.860296e-06 0.000000e+00 energy 3.255486e-01 1.489554e-05 3.255486e-03 displacement 5.153822e+00 1.101288e-03 5.574908e-06 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 5.745946e-07 0.000000e+00 energy 3.255486e-01 2.126151e-06 3.255486e-03 displacement 5.153822e+00 2.193477e-04 5.578756e-06 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 4.935611e-07 0.000000e+00 energy 3.255486e-01 6.389533e-07 3.255486e-03 displacement 5.153822e+00 1.074744e-05 5.581765e-06 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.609747 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 1.460642e-07 0.000000e+00 energy 3.255486e-01 1.183481e-07 3.255486e-03 displacement 5.153822e+00 1.128836e-05 5.577455e-06 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.909514e-01 2.728656e-08 0.000000e+00 energy 3.255486e-01 4.288770e-08 3.255486e-03 displacement 5.153822e+00 2.860343e-06 5.580563e-06 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284347 1 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 2.728512e-03 0.000000e+00 energy 4.491990e-01 3.285229e-03 4.491990e-03 displacement 6.422715e+00 6.422715e+00 6.422715e-06 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.584306 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 6.249518e-03 0.000000e+00 energy 4.491990e-01 5.173858e-03 4.491990e-03 displacement 6.422715e+00 6.107345e-01 1.053077e-05 3 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 4.969704e-04 0.000000e+00 energy 4.491990e-01 6.168028e-04 4.491990e-03 displacement 6.422715e+00 6.600661e-02 9.447071e-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 1.194782e+00 6.243749e-04 0.000000e+00 energy 4.491990e-01 2.028614e-04 4.491990e-03 displacement 6.422715e+00 3.732493e-01 6.358737e-06 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.289903 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 3.740920e-04 0.000000e+00 energy 4.491990e-01 3.760457e-05 4.491990e-03 displacement 6.422715e+00 2.737714e-03 6.298030e-06 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.574471 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 1.057309e-04 0.000000e+00 energy 4.491990e-01 5.658143e-05 4.491990e-03 displacement 6.422715e+00 1.933744e-02 6.784093e-06 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 1.355998e-04 0.000000e+00 energy 4.491990e-01 9.165935e-05 4.491990e-03 displacement 6.422715e+00 4.325723e-02 7.554613e-06 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 1.069236e-05 0.000000e+00 energy 4.491990e-01 1.316405e-05 4.491990e-03 displacement 6.422715e+00 1.732014e-02 7.085399e-06 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.570958 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 2.913583e-06 0.000000e+00 energy 4.491990e-01 2.744791e-06 4.491990e-03 displacement 6.422715e+00 7.194980e-04 6.973727e-06 10 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 2.199492e-07 0.000000e+00 energy 4.491990e-01 5.164862e-08 4.491990e-03 displacement 6.422715e+00 8.420012e-05 7.000696e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284383 11 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 2.888219e-10 0.000000e+00 energy 4.491990e-01 1.320065e-09 4.491990e-03 displacement 6.422715e+00 1.966482e-05 7.008239e-06 12 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194782e+00 1.183486e-12 0.000000e+00 energy 4.491990e-01 7.446704e-12 4.491990e-03 displacement 6.422715e+00 4.802592e-10 7.008219e-06 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284383 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 1.416870e+00 1.774590e-02 0.000000e+00 energy 5.296150e-01 2.573244e-02 5.296150e-03 displacement 7.757521e+00 7.757521e+00 7.757521e-06 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.387428 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 1.452632e-01 0.000000e+00 energy 5.296150e-01 4.478432e-02 5.296150e-03 displacement 7.757521e+00 4.363325e+00 1.986848e-05 3 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 4.783420e-02 0.000000e+00 energy 5.296150e-01 1.307866e-03 5.296150e-03 displacement 7.757521e+00 2.331198e-01 1.792341e-05 4 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 4.266312e-02 0.000000e+00 energy 5.296150e-01 5.332303e-03 5.296150e-03 displacement 7.757521e+00 2.157526e+00 8.276595e-06 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 2.872225e-03 0.000000e+00 energy 5.296150e-01 3.886335e-04 5.296150e-03 displacement 7.757521e+00 1.050027e+00 1.024662e-05 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 3.094839e-03 0.000000e+00 energy 5.296150e-01 7.665673e-04 5.296150e-03 displacement 7.757521e+00 9.425966e-02 9.265983e-06 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 2.925817e-03 0.000000e+00 energy 5.296150e-01 5.252688e-04 5.296150e-03 displacement 7.757521e+00 4.014731e-01 8.779807e-06 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 1.680074e-04 0.000000e+00 energy 5.296150e-01 4.032470e-05 5.296150e-03 displacement 7.757521e+00 1.659873e-02 8.478472e-06 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 9.242258e-05 0.000000e+00 energy 5.296150e-01 2.505467e-05 5.296150e-03 displacement 7.757521e+00 1.585100e-02 8.442400e-06 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.213839 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 7.680050e-05 0.000000e+00 energy 5.296150e-01 1.545062e-05 5.296150e-03 displacement 7.757521e+00 2.918531e-03 8.446520e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284383 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 4.111824e-07 0.000000e+00 energy 5.296150e-01 7.416535e-07 5.296150e-03 displacement 7.757521e+00 2.097937e-03 8.412384e-06 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.416870e+00 6.234832e-09 0.000000e+00 energy 5.296150e-01 1.890473e-08 5.296150e-03 displacement 7.757521e+00 3.374541e-06 8.409798e-06 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284383 1 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 2.292255e-03 0.000000e+00 energy 6.870765e-01 9.719119e-03 6.870765e-03 displacement 9.789346e+00 9.789346e+00 9.789346e-06 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.604024 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 1.655606e-03 0.000000e+00 energy 6.870765e-01 2.461781e-03 6.870765e-03 displacement 9.789346e+00 3.680922e-01 1.247369e-05 3 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 2.570110e-04 0.000000e+00 energy 6.870765e-01 5.355006e-04 6.870765e-03 displacement 9.789346e+00 1.177685e-01 1.204061e-05 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.433263 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 6.169890e-05 0.000000e+00 energy 6.870765e-01 1.933977e-04 6.870765e-03 displacement 9.789346e+00 3.522583e-02 1.086667e-05 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.360566 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 2.332961e-05 0.000000e+00 energy 6.870765e-01 5.148129e-05 6.870765e-03 displacement 9.789346e+00 3.839266e-03 1.057342e-05 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.184104 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 6.895045e-06 0.000000e+00 energy 6.870765e-01 1.619869e-06 6.870765e-03 displacement 9.789346e+00 3.818679e-04 1.053571e-05 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.601874 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 3.663040e-06 0.000000e+00 energy 6.870765e-01 9.481715e-07 6.870765e-03 displacement 9.789346e+00 2.135185e-04 1.054901e-05 8 Nonlinear solution status: time= 1.43 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 2.566790e-06 0.000000e+00 energy 6.870765e-01 2.278814e-06 6.870765e-03 displacement 9.789346e+00 2.246362e-04 1.063416e-05 9 Nonlinear solution status: time= 1.43 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 3.360687e-07 0.000000e+00 energy 6.870765e-01 4.084251e-07 6.870765e-03 displacement 9.789346e+00 2.292836e-05 1.063163e-05 10 Nonlinear solution status: time= 1.43 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.594042 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 1.054111e-07 0.000000e+00 energy 6.870765e-01 9.629597e-08 6.870765e-03 displacement 9.789346e+00 6.069110e-05 1.059219e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 11 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899117e+00 1.835676e-10 0.000000e+00 energy 6.870765e-01 4.753005e-10 6.870765e-03 displacement 9.789346e+00 4.970448e-06 1.060091e-05 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 1 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 1.760453e-03 0.000000e+00 energy 8.957470e-01 7.447774e-03 8.957470e-03 displacement 1.124574e+01 1.124574e+01 1.124574e-05 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599264 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 9.142169e-04 0.000000e+00 energy 8.957470e-01 1.041807e-03 8.957470e-03 displacement 1.124574e+01 5.977003e-02 1.220113e-05 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 8.943264e-05 0.000000e+00 energy 8.957470e-01 2.267881e-04 8.957470e-03 displacement 1.124574e+01 1.858535e-02 1.217184e-05 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.444174 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 3.717372e-05 0.000000e+00 energy 8.957470e-01 6.953562e-05 8.957470e-03 displacement 1.124574e+01 1.225793e-02 1.199870e-05 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.233920 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 2.045907e-05 0.000000e+00 energy 8.957470e-01 1.568545e-05 8.957470e-03 displacement 1.124574e+01 8.347559e-04 1.196547e-05 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 4.676993e-06 0.000000e+00 energy 8.957470e-01 4.705027e-06 8.957470e-03 displacement 1.124574e+01 1.317277e-03 1.200455e-05 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 1.852091e-06 0.000000e+00 energy 8.957470e-01 1.489230e-06 8.957470e-03 displacement 1.124574e+01 1.264763e-04 1.205817e-05 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.605706 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 5.897526e-07 0.000000e+00 energy 8.957470e-01 3.775783e-07 8.957470e-03 displacement 1.124574e+01 1.281406e-05 1.207245e-05 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 1.496399e-07 0.000000e+00 energy 8.957470e-01 1.376148e-07 8.957470e-03 displacement 1.124574e+01 2.610738e-05 1.204436e-05 10 Nonlinear solution status: time= 1.44 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.623592e+00 8.591489e-09 0.000000e+00 energy 8.957470e-01 9.382897e-09 8.957470e-03 displacement 1.124574e+01 3.067453e-06 1.205185e-05 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284437 1 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 4.932022e-03 0.000000e+00 energy 1.008730e+00 1.670300e-02 1.008730e-02 displacement 1.210558e+01 1.210558e+01 1.210558e-05 2 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.543152 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 1.177889e-02 0.000000e+00 energy 1.008730e+00 1.217178e-02 1.008730e-02 displacement 1.210558e+01 1.514364e+00 2.076574e-05 3 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 1.768083e-03 0.000000e+00 energy 1.008730e+00 1.813123e-04 1.008730e-02 displacement 1.210558e+01 4.732697e-01 1.770061e-05 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 2.798264e-03 0.000000e+00 energy 1.008730e+00 9.400544e-04 1.008730e-02 displacement 1.210558e+01 5.358261e-01 1.306047e-05 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.340631 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 1.273448e-03 0.000000e+00 energy 1.008730e+00 2.164912e-04 1.008730e-02 displacement 1.210558e+01 6.644426e-02 1.326164e-05 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.208025 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 5.923367e-04 0.000000e+00 energy 1.008730e+00 1.360389e-04 1.008730e-02 displacement 1.210558e+01 1.081005e-02 1.319477e-05 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.158722 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 3.775556e-04 0.000000e+00 energy 1.008730e+00 2.309536e-05 1.008730e-02 displacement 1.210558e+01 5.608513e-03 1.331534e-05 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.168968 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 2.867519e-04 0.000000e+00 energy 1.008730e+00 2.248949e-05 1.008730e-02 displacement 1.210558e+01 3.610282e-03 1.353963e-05 9 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.579137 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 6.807510e-04 0.000000e+00 energy 1.008730e+00 1.788821e-05 1.008730e-02 displacement 1.210558e+01 2.985137e-02 1.428611e-05 10 Nonlinear solution status: time= 1.45 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.605740 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 2.286284e-04 0.000000e+00 energy 1.008730e+00 7.880990e-07 1.008730e-02 displacement 1.210558e+01 1.181492e-02 1.377117e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284563 11 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 5.069102e-06 0.000000e+00 energy 1.008730e+00 1.240767e-05 1.008730e-02 displacement 1.210558e+01 6.584646e-03 1.343791e-05 12 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 1.566040e-05 0.000000e+00 energy 1.008730e+00 9.908631e-06 1.008730e-02 displacement 1.210558e+01 2.388312e-03 1.334746e-05 13 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 8.185751e-07 0.000000e+00 energy 1.008730e+00 1.662758e-06 1.008730e-02 displacement 1.210558e+01 1.185373e-03 1.344154e-05 14 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 1.120867e-06 0.000000e+00 energy 1.008730e+00 1.419590e-06 1.008730e-02 displacement 1.210558e+01 2.421370e-04 1.345368e-05 15 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 3.214280e-07 0.000000e+00 energy 1.008730e+00 4.520316e-07 1.008730e-02 displacement 1.210558e+01 9.910507e-05 1.343240e-05 16 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.150013e+00 1.195058e-07 0.000000e+00 energy 1.008730e+00 1.591309e-07 1.008730e-02 displacement 1.210558e+01 2.279489e-06 1.342391e-05 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284509 1 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 4.790844e-03 0.000000e+00 energy 1.201937e+00 1.525640e-02 1.201937e-02 displacement 1.486782e+01 1.486782e+01 1.486782e-05 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.578339 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 6.801960e-03 0.000000e+00 energy 1.201937e+00 7.144247e-03 1.201937e-02 displacement 1.486782e+01 2.645296e+00 2.707570e-05 3 Nonlinear solution status: time= 1.46 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 1.139548e-03 0.000000e+00 energy 1.201937e+00 5.755703e-04 1.201937e-02 displacement 1.486782e+01 5.356804e-02 2.640901e-05 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.486738 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 2.095247e-03 0.000000e+00 energy 1.201937e+00 6.896873e-04 1.201937e-02 displacement 1.486782e+01 3.524212e-01 2.133591e-05 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.228828 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 1.398976e-03 0.000000e+00 energy 1.201937e+00 1.126455e-04 1.201937e-02 displacement 1.486782e+01 5.774684e-02 1.962831e-05 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.489507 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 3.829682e-04 0.000000e+00 energy 1.201937e+00 8.867031e-05 1.201937e-02 displacement 1.486782e+01 6.053250e-02 1.805647e-05 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 2.249984e-04 0.000000e+00 energy 1.201937e+00 1.102612e-04 1.201937e-02 displacement 1.486782e+01 2.920370e-02 1.736906e-05 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 2.763863e-05 0.000000e+00 energy 1.201937e+00 2.573610e-05 1.201937e-02 displacement 1.486782e+01 6.156989e-03 1.768772e-05 9 Nonlinear solution status: time= 1.46 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 1.351251e-05 0.000000e+00 energy 1.201937e+00 1.077531e-05 1.201937e-02 displacement 1.486782e+01 3.592230e-04 1.762439e-05 10 Nonlinear solution status: time= 1.46 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 6.620011e-06 0.000000e+00 energy 1.201937e+00 5.356343e-06 1.201937e-02 displacement 1.486782e+01 3.055127e-04 1.755221e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284581 11 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 1.098435e-08 0.000000e+00 energy 1.201937e+00 2.170242e-08 1.201937e-02 displacement 1.486782e+01 5.001629e-05 1.754711e-05 12 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.635663e+00 4.556361e-10 0.000000e+00 energy 1.201937e+00 1.117433e-09 1.201937e-02 displacement 1.486782e+01 1.590513e-06 1.754989e-05 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284581 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 6.372955e+00 1.255716e-02 0.000000e+00 energy 1.673603e+00 2.802434e-02 1.673603e-02 displacement 1.697750e+01 1.697750e+01 1.697750e-05 2 Nonlinear solution status: time= 1.47 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.633924 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 2.084959e-02 0.000000e+00 energy 1.673603e+00 1.685663e-02 1.673603e-02 displacement 1.697750e+01 4.040130e+00 3.514907e-05 3 Nonlinear solution status: time= 1.47 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 1.437942e-03 0.000000e+00 energy 1.673603e+00 3.019405e-03 1.673603e-02 displacement 1.697750e+01 1.080313e+00 2.577785e-05 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 2.307419e-03 0.000000e+00 energy 1.673603e+00 3.417331e-05 1.673603e-02 displacement 1.697750e+01 9.035776e-01 1.806438e-05 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.271610 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 1.424603e-03 0.000000e+00 energy 1.673603e+00 2.562841e-04 1.673603e-02 displacement 1.697750e+01 4.215879e-03 1.786570e-05 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.186586 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 1.025703e-03 0.000000e+00 energy 1.673603e+00 1.518466e-04 1.673603e-02 displacement 1.697750e+01 3.830702e-03 1.780773e-05 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 9.228488e-04 0.000000e+00 energy 1.673603e+00 4.080823e-04 1.673603e-02 displacement 1.697750e+01 1.913341e-01 2.072473e-05 8 Nonlinear solution status: time= 1.47 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 2.651021e-04 0.000000e+00 energy 1.673603e+00 6.369405e-05 1.673603e-02 displacement 1.697750e+01 2.189011e-02 2.011089e-05 9 Nonlinear solution status: time= 1.47 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 2.546401e-04 0.000000e+00 energy 1.673603e+00 1.392519e-04 1.673603e-02 displacement 1.697750e+01 1.459876e-02 1.929090e-05 10 Nonlinear solution status: time= 1.47 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 3.341375e-05 0.000000e+00 energy 1.673603e+00 2.257078e-06 1.673603e-02 displacement 1.697750e+01 7.645756e-03 1.975861e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284689 11 Nonlinear solution status: time= 1.47 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 1.270094e-08 0.000000e+00 energy 1.673603e+00 1.116349e-07 1.673603e-02 displacement 1.697750e+01 4.065051e-04 1.978937e-05 12 Nonlinear solution status: time= 1.47 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.372955e+00 2.414051e-10 0.000000e+00 energy 1.673603e+00 2.670959e-10 1.673603e-02 displacement 1.697750e+01 1.077462e-05 1.977583e-05 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284689 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 1.077460e-02 0.000000e+00 energy 1.908918e+00 2.417847e-02 1.908918e-02 displacement 1.911357e+01 1.911357e+01 1.911357e-05 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.555998 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 3.973098e-02 0.000000e+00 energy 1.908918e+00 1.928679e-02 1.908918e-02 displacement 1.911357e+01 2.156078e+00 3.137139e-05 3 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 4.579300e-03 0.000000e+00 energy 1.908918e+00 2.818001e-03 1.908918e-02 displacement 1.911357e+01 4.311308e-01 2.585515e-05 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 6.096508e-03 0.000000e+00 energy 1.908918e+00 4.120225e-03 1.908918e-02 displacement 1.911357e+01 1.147464e+00 1.905181e-05 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.185554 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 4.038324e-03 0.000000e+00 energy 1.908918e+00 5.647185e-04 1.908918e-02 displacement 1.911357e+01 1.177431e-02 1.944436e-05 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 1.564160e-03 0.000000e+00 energy 1.908918e+00 2.739829e-03 1.908918e-02 displacement 1.911357e+01 4.076331e-01 2.404872e-05 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 4.437474e-04 0.000000e+00 energy 1.908918e+00 7.537568e-04 1.908918e-02 displacement 1.911357e+01 8.551807e-02 2.168576e-05 8 Nonlinear solution status: time= 1.48 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.248194 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 2.549494e-04 0.000000e+00 energy 1.908918e+00 2.504172e-04 1.908918e-02 displacement 1.911357e+01 1.544721e-02 2.083627e-05 9 Nonlinear solution status: time= 1.48 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.240845 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 9.524937e-05 0.000000e+00 energy 1.908918e+00 9.430296e-05 1.908918e-02 displacement 1.911357e+01 6.393762e-03 2.030288e-05 10 Nonlinear solution status: time= 1.48 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.155672 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 2.160622e-05 0.000000e+00 energy 1.908918e+00 1.049933e-05 1.908918e-02 displacement 1.911357e+01 7.466683e-04 2.017770e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284743 11 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.435012 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 1.733349e-05 0.000000e+00 energy 1.908918e+00 5.842249e-06 1.908918e-02 displacement 1.911357e+01 1.763552e-04 2.013605e-05 12 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 8.668166e-06 0.000000e+00 energy 1.908918e+00 9.385699e-06 1.908918e-02 displacement 1.911357e+01 2.639579e-04 2.017048e-05 13 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 1.729652e-07 0.000000e+00 energy 1.908918e+00 2.268961e-07 1.908918e-02 displacement 1.911357e+01 1.213291e-04 2.018829e-05 14 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.624057 convergence norms : INITIAL CURRENT REQUIRED residual 7.652898e+00 2.018981e-08 0.000000e+00 energy 1.908918e+00 3.352108e-08 1.908918e-02 displacement 1.911357e+01 1.466418e-05 2.016953e-05 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284743 1 Nonlinear solution status: time= 1.49 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 2.469437e-03 0.000000e+00 energy 2.443562e+00 7.615043e-03 2.443562e-02 displacement 2.181910e+01 2.181910e+01 2.181910e-05 2 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 3.461161e-03 0.000000e+00 energy 2.443562e+00 2.919354e-03 2.443562e-02 displacement 2.181910e+01 1.131722e-01 2.326812e-05 3 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 3.705227e-04 0.000000e+00 energy 2.443562e+00 6.138984e-04 2.443562e-02 displacement 2.181910e+01 2.198583e-02 2.261531e-05 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.395661 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 1.962051e-04 0.000000e+00 energy 2.443562e+00 1.764545e-04 2.443562e-02 displacement 2.181910e+01 1.521818e-02 2.234548e-05 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.268169 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 5.786972e-05 0.000000e+00 energy 2.443562e+00 5.300705e-05 2.443562e-02 displacement 2.181910e+01 1.492723e-03 2.219574e-05 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.245931 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 1.978650e-05 0.000000e+00 energy 2.443562e+00 1.830544e-05 2.443562e-02 displacement 2.181910e+01 3.797839e-04 2.208388e-05 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.360484 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 1.169698e-05 0.000000e+00 energy 2.443562e+00 6.494375e-06 2.443562e-02 displacement 2.181910e+01 1.427515e-04 2.200911e-05 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 1.740822e-06 0.000000e+00 energy 2.443562e+00 1.179036e-06 2.443562e-02 displacement 2.181910e+01 1.754396e-04 2.202322e-05 9 Nonlinear solution status: time= 1.49 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 1.011759e-06 0.000000e+00 energy 2.443562e+00 8.192087e-07 2.443562e-02 displacement 2.181910e+01 2.737592e-05 2.205480e-05 10 Nonlinear solution status: time= 1.49 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.097330e+01 1.810180e-07 0.000000e+00 energy 2.443562e+00 4.626093e-08 2.443562e-02 displacement 2.181910e+01 1.505748e-05 2.204339e-05 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 41 : 1.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284743 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 2.456215e-03 0.000000e+00 energy 2.730422e+00 1.036778e-02 2.730422e-02 displacement 2.181815e+01 2.181815e+01 2.181815e-05 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 1.389226e-03 0.000000e+00 energy 2.730422e+00 2.045079e-03 2.730422e-02 displacement 2.181815e+01 3.320987e-01 2.682747e-05 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 2.482261e-04 0.000000e+00 energy 2.730422e+00 5.140318e-04 2.730422e-02 displacement 2.181815e+01 7.490460e-02 2.433019e-05 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.447294 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 3.261402e-05 0.000000e+00 energy 2.730422e+00 9.114522e-05 2.730422e-02 displacement 2.181815e+01 1.716592e-02 2.335516e-05 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.401559 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 1.842077e-05 0.000000e+00 energy 2.730422e+00 2.054197e-05 2.730422e-02 displacement 2.181815e+01 1.658451e-03 2.304327e-05 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 2.397087e-05 0.000000e+00 energy 2.730422e+00 1.655083e-05 2.730422e-02 displacement 2.181815e+01 7.393437e-04 2.290636e-05 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 1.314038e-05 0.000000e+00 energy 2.730422e+00 1.487365e-05 2.730422e-02 displacement 2.181815e+01 1.685457e-03 2.313854e-05 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 9.632181e-06 0.000000e+00 energy 2.730422e+00 5.368932e-06 2.730422e-02 displacement 2.181815e+01 9.643495e-04 2.306519e-05 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 2.781311e-06 0.000000e+00 energy 2.730422e+00 3.339807e-06 2.730422e-02 displacement 2.181815e+01 9.512283e-05 2.299979e-05 10 Nonlinear solution status: time= 1.5 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 1.782174e-07 0.000000e+00 energy 2.730422e+00 2.202196e-07 2.730422e-02 displacement 2.181815e+01 5.368075e-05 2.300422e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284923 11 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.302897e+01 1.743292e-10 0.000000e+00 energy 2.730422e+00 2.235658e-10 2.730422e-02 displacement 2.181815e+01 2.760805e-06 2.301300e-05 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 42 : 1.51 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35284923 1 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 8.063264e-03 0.000000e+00 energy 2.893556e+00 3.569743e-02 2.893556e-02 displacement 2.366437e+01 2.366437e+01 2.366437e-05 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.545943 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 3.660280e-02 0.000000e+00 energy 2.893556e+00 2.306535e-02 2.893556e-02 displacement 2.366437e+01 3.043848e+00 3.693872e-05 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 4.583591e-03 0.000000e+00 energy 2.893556e+00 3.943036e-03 2.893556e-02 displacement 2.366437e+01 2.835772e-01 3.202084e-05 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 6.560760e-03 0.000000e+00 energy 2.893556e+00 6.362152e-03 2.893556e-02 displacement 2.366437e+01 1.834999e+00 2.363544e-05 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 1.215861e-03 0.000000e+00 energy 2.893556e+00 1.710366e-03 2.893556e-02 displacement 2.366437e+01 5.523836e-01 3.060183e-05 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 3.290890e-04 0.000000e+00 energy 2.893556e+00 2.666773e-04 2.893556e-02 displacement 2.366437e+01 5.990398e-02 2.887534e-05 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.348209 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 3.212011e-04 0.000000e+00 energy 2.893556e+00 6.778602e-05 2.893556e-02 displacement 2.366437e+01 1.896032e-02 2.755583e-05 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.243409 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 1.770350e-04 0.000000e+00 energy 2.893556e+00 3.128720e-05 2.893556e-02 displacement 2.366437e+01 1.422042e-02 2.669629e-05 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.483526 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 8.273904e-05 0.000000e+00 energy 2.893556e+00 4.294610e-05 2.893556e-02 displacement 2.366437e+01 4.426068e-03 2.639928e-05 10 Nonlinear solution status: time= 1.51 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 6.257824e-05 0.000000e+00 energy 2.893556e+00 4.998143e-05 2.893556e-02 displacement 2.366437e+01 5.631064e-03 2.686988e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285031 11 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.353902 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 2.538598e-05 0.000000e+00 energy 2.893556e+00 2.038344e-05 2.893556e-02 displacement 2.366437e+01 1.948223e-03 2.649514e-05 12 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.510019 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 1.132726e-05 0.000000e+00 energy 2.893556e+00 7.809990e-06 2.893556e-02 displacement 2.366437e+01 1.030852e-04 2.646658e-05 13 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 1.314432e-05 0.000000e+00 energy 2.893556e+00 1.406477e-05 2.893556e-02 displacement 2.366437e+01 1.115257e-03 2.671619e-05 14 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 3.407730e-07 0.000000e+00 energy 2.893556e+00 1.149871e-06 2.893556e-02 displacement 2.366437e+01 3.958515e-04 2.656666e-05 15 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.391929 convergence norms : INITIAL CURRENT REQUIRED residual 1.328277e+01 2.444245e-07 0.000000e+00 energy 2.893556e+00 1.549003e-07 2.893556e-02 displacement 2.366437e+01 2.445698e-05 2.653422e-05 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285103 1 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 1.541186e-03 0.000000e+00 energy 3.299744e+00 5.670752e-03 3.299744e-02 displacement 2.802765e+01 2.802765e+01 2.802765e-05 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 3.441146e-04 0.000000e+00 energy 3.299744e+00 5.477200e-04 3.299744e-02 displacement 2.802765e+01 1.956772e-01 3.121103e-05 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 5.826904e-05 0.000000e+00 energy 3.299744e+00 1.226278e-04 3.299744e-02 displacement 2.802765e+01 2.743665e-02 3.050250e-05 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.442088 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 1.673831e-05 0.000000e+00 energy 3.299744e+00 2.173241e-05 3.299744e-02 displacement 2.802765e+01 3.949758e-03 3.021185e-05 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.598190 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 8.925746e-06 0.000000e+00 energy 3.299744e+00 5.874844e-06 3.299744e-02 displacement 2.802765e+01 4.146821e-04 3.029839e-05 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.634372 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 1.928903e-06 0.000000e+00 energy 3.299744e+00 7.385907e-07 3.299744e-02 displacement 2.802765e+01 5.314786e-05 3.030645e-05 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 1.024183e-06 0.000000e+00 energy 3.299744e+00 1.284729e-06 3.299744e-02 displacement 2.802765e+01 3.490653e-05 3.026100e-05 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 1.033398e-07 0.000000e+00 energy 3.299744e+00 9.876495e-08 3.299744e-02 displacement 2.802765e+01 3.282890e-05 3.028869e-05 9 Nonlinear solution status: time= 1.52 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.488521e+01 3.274059e-08 0.000000e+00 energy 3.299744e+00 2.611257e-08 3.299744e-02 displacement 2.802765e+01 1.252545e-05 3.027334e-05 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285175 1 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 7.811955e-03 0.000000e+00 energy 3.247392e+00 2.228328e-02 3.247392e-02 displacement 2.860131e+01 2.860131e+01 2.860131e-05 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 4.107068e-02 0.000000e+00 energy 3.247392e+00 2.338680e-02 3.247392e-02 displacement 2.860131e+01 3.062554e+00 4.552988e-05 3 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 2.805923e-03 0.000000e+00 energy 3.247392e+00 4.461472e-03 3.247392e-02 displacement 2.860131e+01 5.777271e-01 3.770237e-05 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.615479 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 1.304515e-03 0.000000e+00 energy 3.247392e+00 1.553870e-03 3.247392e-02 displacement 2.860131e+01 5.157427e-01 3.191337e-05 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.224763 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 7.833039e-04 0.000000e+00 energy 3.247392e+00 3.697899e-04 3.247392e-02 displacement 2.860131e+01 1.619836e-02 3.083571e-05 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.161324 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 4.482321e-04 0.000000e+00 energy 3.247392e+00 2.123928e-04 3.247392e-02 displacement 2.860131e+01 1.425292e-02 3.080560e-05 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.191432 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 2.346452e-04 0.000000e+00 energy 3.247392e+00 1.933558e-05 3.247392e-02 displacement 2.860131e+01 3.365716e-03 3.064181e-05 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.449878 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 8.074767e-05 0.000000e+00 energy 3.247392e+00 5.895577e-06 3.247392e-02 displacement 2.860131e+01 1.636066e-03 3.085211e-05 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.616772 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 3.206734e-05 0.000000e+00 energy 3.247392e+00 2.219051e-05 3.247392e-02 displacement 2.860131e+01 3.288459e-03 3.135760e-05 10 Nonlinear solution status: time= 1.53 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 7.051305e-06 0.000000e+00 energy 3.247392e+00 3.909593e-06 3.247392e-02 displacement 2.860131e+01 4.633731e-04 3.136556e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 11 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.524402 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 1.260617e-06 0.000000e+00 energy 3.247392e+00 1.276146e-08 3.247392e-02 displacement 2.860131e+01 1.574611e-04 3.125062e-05 12 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.324881e+01 3.582956e-07 0.000000e+00 energy 3.247392e+00 3.441758e-07 3.247392e-02 displacement 2.860131e+01 1.786227e-05 3.121822e-05 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 1 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 3.919273e-03 0.000000e+00 energy 3.614920e+00 2.078922e-02 3.614920e-02 displacement 2.985075e+01 2.985075e+01 2.985075e-05 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.629456 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 1.891277e-03 0.000000e+00 energy 3.614920e+00 3.453046e-03 3.614920e-02 displacement 2.985075e+01 4.530359e-01 3.610169e-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 1.527601e+01 3.828037e-04 0.000000e+00 energy 3.614920e+00 7.732083e-04 3.614920e-02 displacement 2.985075e+01 1.701266e-01 3.523679e-05 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.392324 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 1.623793e-04 0.000000e+00 energy 3.614920e+00 3.060463e-04 3.614920e-02 displacement 2.985075e+01 7.425356e-02 3.450743e-05 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.288302 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 1.011157e-04 0.000000e+00 energy 3.614920e+00 1.843966e-06 3.614920e-02 displacement 2.985075e+01 4.909565e-02 3.486290e-05 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.263864 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 1.026045e-04 0.000000e+00 energy 3.614920e+00 5.787408e-05 3.614920e-02 displacement 2.985075e+01 1.396874e-02 3.526701e-05 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 5.266085e-05 0.000000e+00 energy 3.614920e+00 5.493303e-05 3.614920e-02 displacement 2.985075e+01 1.945031e-03 3.538266e-05 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 4.101966e-05 0.000000e+00 energy 3.614920e+00 3.876930e-05 3.614920e-02 displacement 2.985075e+01 8.365434e-03 3.615400e-05 9 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 1.634597e-05 0.000000e+00 energy 3.614920e+00 7.794773e-06 3.614920e-02 displacement 2.985075e+01 6.605015e-04 3.590005e-05 10 Nonlinear solution status: time= 1.54 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.379090 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 1.277215e-05 0.000000e+00 energy 3.614920e+00 1.018482e-05 3.614920e-02 displacement 2.985075e+01 5.797695e-04 3.599012e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 11 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 2.380712e-07 0.000000e+00 energy 3.614920e+00 1.910339e-07 3.614920e-02 displacement 2.985075e+01 2.736919e-04 3.609956e-05 12 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.527601e+01 8.738117e-08 0.000000e+00 energy 3.614920e+00 9.230961e-08 3.614920e-02 displacement 2.985075e+01 5.982783e-05 3.615109e-05 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 1.527601e+01 6.972509e-10 0.000000e+00 energy 3.614920e+00 5.082474e-09 3.614920e-02 displacement 2.985075e+01 1.141508e-04 3.622407e-05 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 1.527601e+01 1.620144e-11 0.000000e+00 energy 3.614920e+00 8.810433e-11 3.614920e-02 displacement 2.985075e+01 5.981033e-07 3.621935e-05 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 1 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 4.654235e-03 0.000000e+00 energy 4.106035e+00 1.027884e-02 4.106035e-02 displacement 3.428946e+01 3.428946e+01 3.428946e-05 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.566249 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 7.016238e-03 0.000000e+00 energy 4.106035e+00 5.479950e-03 4.106035e-02 displacement 3.428946e+01 8.214350e-01 4.119785e-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 1.839900e+01 9.852733e-04 0.000000e+00 energy 4.106035e+00 1.335842e-03 4.106035e-02 displacement 3.428946e+01 9.763031e-01 4.430200e-05 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.528649 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 3.819705e-04 0.000000e+00 energy 4.106035e+00 5.617056e-04 4.106035e-02 displacement 3.428946e+01 5.068556e-01 4.681421e-05 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.324430 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 1.959542e-04 0.000000e+00 energy 4.106035e+00 1.707451e-04 4.106035e-02 displacement 3.428946e+01 7.472196e-02 4.830906e-05 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.273798 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 2.372689e-04 0.000000e+00 energy 4.106035e+00 9.122106e-05 4.106035e-02 displacement 3.428946e+01 5.044839e-02 4.973197e-05 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 7.427855e-05 0.000000e+00 energy 4.106035e+00 3.633211e-05 4.106035e-02 displacement 3.428946e+01 4.085985e-02 5.170727e-05 8 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 2.220755e-05 0.000000e+00 energy 4.106035e+00 7.096792e-06 4.106035e-02 displacement 3.428946e+01 1.175031e-02 5.271150e-05 9 Nonlinear solution status: time= 1.55 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 6.441279e-06 0.000000e+00 energy 4.106035e+00 3.500496e-06 4.106035e-02 displacement 3.428946e+01 5.085065e-03 5.321068e-05 10 Nonlinear solution status: time= 1.55 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.624327 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 1.212359e-06 0.000000e+00 energy 4.106035e+00 8.623864e-08 4.106035e-02 displacement 3.428946e+01 2.659133e-03 5.360626e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 11 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 4.528590e-08 0.000000e+00 energy 4.106035e+00 7.865763e-08 4.106035e-02 displacement 3.428946e+01 3.785938e-04 5.378593e-05 12 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 7.352680e-08 0.000000e+00 energy 4.106035e+00 4.241025e-08 4.106035e-02 displacement 3.428946e+01 2.991270e-04 5.394686e-05 13 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 2.082586e-08 0.000000e+00 energy 4.106035e+00 3.491084e-09 4.106035e-02 displacement 3.428946e+01 2.552799e-04 5.409621e-05 14 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.839900e+01 7.951520e-10 0.000000e+00 energy 4.106035e+00 8.061429e-10 4.106035e-02 displacement 3.428946e+01 2.354893e-07 5.409228e-05 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285193 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 2.127176e+01 3.166120e-03 0.000000e+00 energy 4.503608e+00 2.152472e-03 4.503608e-02 displacement 3.612125e+01 3.612125e+01 3.612125e-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 2.127176e+01 1.995645e-03 0.000000e+00 energy 4.503608e+00 2.044211e-03 4.503608e-02 displacement 3.612125e+01 1.726810e+00 4.641645e-05 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 4.468465e-04 0.000000e+00 energy 4.503608e+00 6.578341e-04 4.503608e-02 displacement 3.612125e+01 1.592099e-01 4.632004e-05 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.475916 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 1.246653e-04 0.000000e+00 energy 4.503608e+00 1.739148e-04 4.503608e-02 displacement 3.612125e+01 2.433763e-01 4.813426e-05 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.381369 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 4.478559e-05 0.000000e+00 energy 4.503608e+00 1.512212e-05 4.503608e-02 displacement 3.612125e+01 3.672907e-02 4.903348e-05 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.467359 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 2.807586e-05 0.000000e+00 energy 4.503608e+00 4.923543e-06 4.503608e-02 displacement 3.612125e+01 2.153134e-02 5.010286e-05 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 2.652935e-05 0.000000e+00 energy 4.503608e+00 1.860607e-05 4.503608e-02 displacement 3.612125e+01 1.481411e-01 5.346009e-05 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 7.052956e-06 0.000000e+00 energy 4.503608e+00 3.846895e-06 4.503608e-02 displacement 3.612125e+01 1.493454e-03 5.385450e-05 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 6.392113e-06 0.000000e+00 energy 4.503608e+00 4.792037e-06 4.503608e-02 displacement 3.612125e+01 3.108649e-04 5.374758e-05 10 Nonlinear solution status: time= 1.56 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 4.419097e-06 0.000000e+00 energy 4.503608e+00 3.434110e-06 4.503608e-02 displacement 3.612125e+01 9.361270e-04 5.389054e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285409 11 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 1.228734e-08 0.000000e+00 energy 4.503608e+00 2.979895e-08 4.503608e-02 displacement 3.612125e+01 3.194683e-04 5.407625e-05 12 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.127176e+01 1.413979e-09 0.000000e+00 energy 4.503608e+00 3.493906e-09 4.503608e-02 displacement 3.612125e+01 2.395834e-05 5.412052e-05 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285409 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 2.478824e+01 2.831811e-03 0.000000e+00 energy 5.009329e+00 4.128911e-03 5.009329e-02 displacement 4.165738e+01 4.165738e+01 4.165738e-05 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 7.909702e-04 0.000000e+00 energy 5.009329e+00 6.000389e-04 5.009329e-02 displacement 4.165738e+01 5.639296e-01 4.734842e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 1.557685e-04 0.000000e+00 energy 5.009329e+00 7.388684e-05 5.009329e-02 displacement 4.165738e+01 9.346961e-02 4.756309e-05 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.506927 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 3.654699e-05 0.000000e+00 energy 5.009329e+00 1.780369e-05 5.009329e-02 displacement 4.165738e+01 8.518496e-03 4.748530e-05 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.631346 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 6.944110e-06 0.000000e+00 energy 5.009329e+00 1.538724e-06 5.009329e-02 displacement 4.165738e+01 1.809672e-03 4.768648e-05 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.625817 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 2.904322e-06 0.000000e+00 energy 5.009329e+00 2.684116e-06 5.009329e-02 displacement 4.165738e+01 6.497520e-04 4.792226e-05 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 6.909634e-07 0.000000e+00 energy 5.009329e+00 2.712348e-07 5.009329e-02 displacement 4.165738e+01 5.120626e-05 4.795686e-05 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.610036 convergence norms : INITIAL CURRENT REQUIRED residual 2.478824e+01 2.622155e-07 0.000000e+00 energy 5.009329e+00 5.428679e-08 5.009329e-02 displacement 4.165738e+01 3.065378e-05 4.794295e-05 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285499 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 1.682592e-02 0.000000e+00 energy 5.218865e+00 4.151467e-02 5.218865e-02 displacement 4.356594e+01 4.356594e+01 4.356594e-05 2 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.630705 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 2.753389e-02 0.000000e+00 energy 5.218865e+00 2.522079e-02 5.218865e-02 displacement 4.356594e+01 4.275398e+00 6.839696e-05 3 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 2.236980e-03 0.000000e+00 energy 5.218865e+00 4.468924e-03 5.218865e-02 displacement 4.356594e+01 5.363146e-01 6.168176e-05 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 3.053372e-03 0.000000e+00 energy 5.218865e+00 1.185985e-03 5.218865e-02 displacement 4.356594e+01 1.484896e+00 4.861378e-05 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.258208 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 2.780466e-03 0.000000e+00 energy 5.218865e+00 2.125864e-04 5.218865e-02 displacement 4.356594e+01 3.331922e-02 4.879035e-05 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.270930 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 1.228299e-03 0.000000e+00 energy 5.218865e+00 1.002822e-04 5.218865e-02 displacement 4.356594e+01 1.821641e-02 4.969589e-05 7 Nonlinear solution status: time= 1.58 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 1.158733e-03 0.000000e+00 energy 5.218865e+00 6.243488e-04 5.218865e-02 displacement 4.356594e+01 1.054467e-01 5.211171e-05 8 Nonlinear solution status: time= 1.58 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 6.151133e-04 0.000000e+00 energy 5.218865e+00 1.251708e-04 5.218865e-02 displacement 4.356594e+01 4.555839e-02 5.126155e-05 9 Nonlinear solution status: time= 1.58 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.313363 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 3.759011e-04 0.000000e+00 energy 5.218865e+00 1.885479e-05 5.218865e-02 displacement 4.356594e+01 1.098565e-02 5.016864e-05 10 Nonlinear solution status: time= 1.58 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.473548 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 3.313319e-04 0.000000e+00 energy 5.218865e+00 8.641634e-05 5.218865e-02 displacement 4.356594e+01 9.428619e-03 4.951933e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285535 11 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.181864 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 2.535678e-04 0.000000e+00 energy 5.218865e+00 6.427057e-06 5.218865e-02 displacement 4.356594e+01 6.967526e-04 4.938494e-05 12 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.499065 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 4.038931e-05 0.000000e+00 energy 5.218865e+00 3.890651e-05 5.218865e-02 displacement 4.356594e+01 2.205058e-03 4.961515e-05 13 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 2.531234e-05 0.000000e+00 energy 5.218865e+00 2.517144e-05 5.218865e-02 displacement 4.356594e+01 2.815410e-03 4.945113e-05 14 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 3.012518e-06 0.000000e+00 energy 5.218865e+00 4.486196e-06 5.218865e-02 displacement 4.356594e+01 2.977129e-04 4.949430e-05 15 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.544120 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 2.489217e-06 0.000000e+00 energy 5.218865e+00 1.468974e-06 5.218865e-02 displacement 4.356594e+01 2.379879e-04 4.953324e-05 16 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.605273e+01 1.156923e-07 0.000000e+00 energy 5.218865e+00 1.469239e-07 5.218865e-02 displacement 4.356594e+01 2.981347e-05 4.951001e-05 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285535 1 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 1.690465e-02 0.000000e+00 energy 5.524573e+00 4.200306e-02 5.524573e-02 displacement 4.714929e+01 4.714929e+01 4.714929e-05 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.532423 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 6.351632e-02 0.000000e+00 energy 5.524573e+00 2.885378e-02 5.524573e-02 displacement 4.714929e+01 3.343188e+00 6.473484e-05 3 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 1.030926e-02 0.000000e+00 energy 5.524573e+00 3.436980e-03 5.524573e-02 displacement 4.714929e+01 1.889750e+00 6.732927e-05 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 6.832613e-03 0.000000e+00 energy 5.524573e+00 3.146008e-04 5.524573e-02 displacement 4.714929e+01 2.015138e+00 6.142676e-05 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.345263 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 3.177632e-03 0.000000e+00 energy 5.524573e+00 2.391100e-04 5.524573e-02 displacement 4.714929e+01 5.536032e-02 5.926363e-05 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.314791 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 1.227125e-03 0.000000e+00 energy 5.524573e+00 2.920915e-04 5.524573e-02 displacement 4.714929e+01 4.693936e-02 5.733325e-05 7 Nonlinear solution status: time= 1.59 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.194673 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 6.125369e-04 0.000000e+00 energy 5.524573e+00 5.255845e-05 5.524573e-02 displacement 4.714929e+01 1.934319e-02 5.611133e-05 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.445363 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 1.160554e-03 0.000000e+00 energy 5.524573e+00 3.293316e-04 5.524573e-02 displacement 4.714929e+01 1.166509e-01 5.486307e-05 9 Nonlinear solution status: time= 1.59 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.288633 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 1.174652e-03 0.000000e+00 energy 5.524573e+00 2.607851e-04 5.524573e-02 displacement 4.714929e+01 1.172898e-01 5.409111e-05 10 Nonlinear solution status: time= 1.59 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 2.236206e-04 0.000000e+00 energy 5.524573e+00 7.316444e-05 5.524573e-02 displacement 4.714929e+01 6.415995e-02 5.473714e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285535 11 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.299351 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 6.981904e-05 0.000000e+00 energy 5.524573e+00 3.243505e-05 5.524573e-02 displacement 4.714929e+01 1.481702e-03 5.465425e-05 12 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.480697 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 5.851601e-05 0.000000e+00 energy 5.524573e+00 5.261809e-05 5.524573e-02 displacement 4.714929e+01 2.254323e-03 5.489269e-05 13 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 2.960003e-05 0.000000e+00 energy 5.524573e+00 3.482102e-05 5.524573e-02 displacement 4.714929e+01 2.557186e-03 5.495656e-05 14 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 2.332235e-06 0.000000e+00 energy 5.524573e+00 8.002858e-07 5.524573e-02 displacement 4.714929e+01 5.444375e-04 5.491481e-05 15 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.575028e+01 8.271340e-07 0.000000e+00 energy 5.524573e+00 8.999333e-07 5.524573e-02 displacement 4.714929e+01 4.842498e-05 5.495179e-05 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285535 1 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 5.556610e-03 0.000000e+00 energy 6.146027e+00 2.343429e-02 6.146027e-02 displacement 5.010349e+01 5.010349e+01 5.010349e-05 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634634 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 2.848720e-03 0.000000e+00 energy 6.146027e+00 4.654285e-03 6.146027e-02 displacement 5.010349e+01 8.299852e-01 5.998094e-05 3 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 5.656593e-04 0.000000e+00 energy 6.146027e+00 1.141044e-03 6.146027e-02 displacement 5.010349e+01 2.332462e-01 5.861561e-05 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.468872 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 3.030963e-04 0.000000e+00 energy 6.146027e+00 2.182936e-04 6.146027e-02 displacement 5.010349e+01 1.583741e-01 5.779276e-05 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.212675 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 1.826139e-04 0.000000e+00 energy 6.146027e+00 1.353220e-04 6.146027e-02 displacement 5.010349e+01 2.238209e-02 5.777735e-05 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.229885 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 8.205192e-05 0.000000e+00 energy 6.146027e+00 3.317958e-05 6.146027e-02 displacement 5.010349e+01 7.366420e-03 5.767181e-05 7 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.431581 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 3.207864e-05 0.000000e+00 energy 6.146027e+00 1.925761e-05 6.146027e-02 displacement 5.010349e+01 1.847297e-03 5.765486e-05 8 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 3.145514e-05 0.000000e+00 energy 6.146027e+00 2.305834e-05 6.146027e-02 displacement 5.010349e+01 2.754978e-03 5.817596e-05 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 2.778911e-05 0.000000e+00 energy 6.146027e+00 1.793163e-05 6.146027e-02 displacement 5.010349e+01 1.054806e-03 5.793737e-05 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 1.938382e-05 0.000000e+00 energy 6.146027e+00 1.140339e-05 6.146027e-02 displacement 5.010349e+01 4.735721e-04 5.775573e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285733 11 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 4.143705e-07 0.000000e+00 energy 6.146027e+00 1.239415e-07 6.146027e-02 displacement 5.010349e+01 4.982410e-04 5.787678e-05 12 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960304e+01 3.135771e-08 0.000000e+00 energy 6.146027e+00 7.016928e-09 6.146027e-02 displacement 5.010349e+01 1.093266e-05 5.790922e-05 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285733 1 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.080842e-02 0.000000e+00 energy 6.756012e+00 4.497421e-02 6.756012e-02 displacement 5.373961e+01 5.373961e+01 5.373961e-05 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.623980 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.605097e-02 0.000000e+00 energy 6.756012e+00 1.632096e-02 6.756012e-02 displacement 5.373961e+01 2.264804e+00 7.359355e-05 3 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.478230e-03 0.000000e+00 energy 6.756012e+00 2.759641e-03 6.756012e-02 displacement 5.373961e+01 2.019372e-01 6.754339e-05 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.633032 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.338951e-03 0.000000e+00 energy 6.756012e+00 1.124392e-03 6.756012e-02 displacement 5.373961e+01 3.516381e-01 6.164179e-05 5 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.232293 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 9.529786e-04 0.000000e+00 energy 6.756012e+00 2.378302e-04 6.756012e-02 displacement 5.373961e+01 3.237095e-02 6.043916e-05 6 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.128163 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 4.944832e-04 0.000000e+00 energy 6.756012e+00 2.213801e-04 6.756012e-02 displacement 5.373961e+01 2.427076e-02 6.008499e-05 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.170717 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 3.193386e-04 0.000000e+00 energy 6.756012e+00 8.678336e-05 6.756012e-02 displacement 5.373961e+01 5.772285e-03 5.949630e-05 8 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.395141 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 2.320026e-04 0.000000e+00 energy 6.756012e+00 3.336961e-05 6.756012e-02 displacement 5.373961e+01 5.586479e-04 5.948082e-05 9 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.544006 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.410400e-04 0.000000e+00 energy 6.756012e+00 1.106411e-04 6.756012e-02 displacement 5.373961e+01 4.539551e-03 5.966361e-05 10 Nonlinear solution status: time= 1.61 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.604831 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.624279e-04 0.000000e+00 energy 6.756012e+00 8.401382e-05 6.756012e-02 displacement 5.373961e+01 5.407494e-03 5.983126e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285859 11 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.354977 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 5.404811e-05 0.000000e+00 energy 6.756012e+00 2.403887e-05 6.756012e-02 displacement 5.373961e+01 1.671104e-03 5.950697e-05 12 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.353092 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 2.540929e-05 0.000000e+00 energy 6.756012e+00 1.026981e-05 6.756012e-02 displacement 5.373961e+01 4.395038e-04 5.931769e-05 13 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.944818e-05 0.000000e+00 energy 6.756012e+00 2.050543e-05 6.756012e-02 displacement 5.373961e+01 6.355812e-04 5.936875e-05 14 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 5.135605e-06 0.000000e+00 energy 6.756012e+00 2.190198e-06 6.756012e-02 displacement 5.373961e+01 1.034961e-04 5.930797e-05 15 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.572944 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 1.450263e-06 0.000000e+00 energy 6.756012e+00 1.145875e-06 6.756012e-02 displacement 5.373961e+01 1.195135e-04 5.933355e-05 16 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.302691e+01 8.592117e-08 0.000000e+00 energy 6.756012e+00 9.044408e-08 6.756012e-02 displacement 5.373961e+01 3.059239e-05 5.931253e-05 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285823 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 4.451931e-03 0.000000e+00 energy 7.207795e+00 1.151432e-02 7.207795e-02 displacement 5.724722e+01 5.724722e+01 5.724722e-05 2 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 2.295969e-03 0.000000e+00 energy 7.207795e+00 3.878607e-03 7.207795e-02 displacement 5.724722e+01 6.452542e-01 6.233936e-05 3 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 5.555055e-04 0.000000e+00 energy 7.207795e+00 8.432222e-04 7.207795e-02 displacement 5.724722e+01 2.125210e-01 6.035706e-05 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.389001 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 2.084110e-04 0.000000e+00 energy 7.207795e+00 2.217554e-04 7.207795e-02 displacement 5.724722e+01 1.260143e-01 6.001600e-05 5 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.272048 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 1.010747e-04 0.000000e+00 energy 7.207795e+00 7.682534e-05 7.207795e-02 displacement 5.724722e+01 1.234972e-02 5.998626e-05 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.262579 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 3.615504e-05 0.000000e+00 energy 7.207795e+00 2.211060e-06 7.207795e-02 displacement 5.724722e+01 4.407605e-03 6.008747e-05 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.267857 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 1.398014e-05 0.000000e+00 energy 7.207795e+00 1.386666e-06 7.207795e-02 displacement 5.724722e+01 8.593084e-04 6.016593e-05 8 Nonlinear solution status: time= 1.62 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.551306 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 3.344223e-06 0.000000e+00 energy 7.207795e+00 1.199268e-06 7.207795e-02 displacement 5.724722e+01 1.035374e-04 6.011042e-05 9 Nonlinear solution status: time= 1.62 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.588507 convergence norms : INITIAL CURRENT REQUIRED residual 3.494639e+01 2.032107e-06 0.000000e+00 energy 7.207795e+00 1.168218e-06 7.207795e-02 displacement 5.724722e+01 3.934163e-05 6.016125e-05 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285895 1 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 8.899586e-02 0.000000e+00 energy 7.916403e+00 1.079124e-01 7.916403e-02 displacement 5.708530e+01 5.708530e+01 5.708530e-05 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.300557 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 8.049602e-01 0.000000e+00 energy 7.916403e+00 1.635649e-01 7.916403e-02 displacement 5.708530e+01 2.302170e+01 1.297531e-04 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 5.510114e-01 0.000000e+00 energy 7.916403e+00 3.122264e-02 7.916403e-02 displacement 5.708530e+01 4.152199e+00 1.342931e-04 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 1.961908e-01 0.000000e+00 energy 7.916403e+00 3.889819e-03 7.916403e-02 displacement 5.708530e+01 7.392450e+00 8.617386e-05 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 2.848472e-02 0.000000e+00 energy 7.916403e+00 8.476470e-06 7.916403e-02 displacement 5.708530e+01 1.041090e+01 6.420429e-05 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 1.247149e-02 0.000000e+00 energy 7.916403e+00 1.141734e-03 7.916403e-02 displacement 5.708530e+01 1.999237e-01 6.430663e-05 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.107082 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 1.865722e-02 0.000000e+00 energy 7.916403e+00 8.715585e-04 7.916403e-02 displacement 5.708530e+01 4.888097e-02 6.576244e-05 8 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.563156 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 1.523484e-02 0.000000e+00 energy 7.916403e+00 1.239415e-03 7.916403e-02 displacement 5.708530e+01 1.075561e-01 6.795414e-05 9 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.590687 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 8.664690e-03 0.000000e+00 energy 7.916403e+00 2.813924e-03 7.916403e-02 displacement 5.708530e+01 1.167629e+00 7.308844e-05 10 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 2.113946e-03 0.000000e+00 energy 7.916403e+00 8.921977e-04 7.916403e-02 displacement 5.708530e+01 3.590213e-01 6.651785e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285769 11 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.090890 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 4.095394e-03 0.000000e+00 energy 7.916403e+00 9.847983e-04 7.916403e-02 displacement 5.708530e+01 2.609574e-02 6.500836e-05 12 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.100804 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 3.856514e-03 0.000000e+00 energy 7.916403e+00 7.979929e-05 7.916403e-02 displacement 5.708530e+01 6.749107e-03 6.415978e-05 13 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.156552 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 1.503047e-03 0.000000e+00 energy 7.916403e+00 3.468361e-04 7.916403e-02 displacement 5.708530e+01 1.660650e-02 6.321501e-05 14 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.220728 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 7.398742e-04 0.000000e+00 energy 7.916403e+00 3.320167e-04 7.916403e-02 displacement 5.708530e+01 1.123490e-02 6.384366e-05 15 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.616304 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 9.732224e-04 0.000000e+00 energy 7.916403e+00 8.128731e-04 7.916403e-02 displacement 5.708530e+01 2.048171e-02 6.523104e-05 16 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 2.400334e-04 0.000000e+00 energy 7.916403e+00 2.909870e-04 7.916403e-02 displacement 5.708530e+01 8.766073e-03 6.440570e-05 17 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.276691 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 5.735854e-05 0.000000e+00 energy 7.916403e+00 5.227031e-05 7.916403e-02 displacement 5.708530e+01 2.365791e-03 6.387028e-05 18 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.105266 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 7.370234e-05 0.000000e+00 energy 7.916403e+00 1.419393e-05 7.916403e-02 displacement 5.708530e+01 1.026710e-04 6.383233e-05 19 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 36 stiffness matrix reformations = 2 step from line search = 0.337682 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 7.908968e-05 0.000000e+00 energy 7.916403e+00 2.003419e-05 7.916403e-02 displacement 5.708530e+01 3.120148e-04 6.372939e-05 20 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 38 stiffness matrix reformations = 2 step from line search = 0.454696 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 5.128227e-05 0.000000e+00 energy 7.916403e+00 2.141041e-05 7.916403e-02 displacement 5.708530e+01 1.987091e-04 6.373710e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285913 21 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 40 stiffness matrix reformations = 3 step from line search = 0.402451 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 4.160286e-05 0.000000e+00 energy 7.916403e+00 9.720836e-06 7.916403e-02 displacement 5.708530e+01 2.956271e-04 6.370360e-05 22 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 41 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 2.832505e-05 0.000000e+00 energy 7.916403e+00 3.162290e-05 7.916403e-02 displacement 5.708530e+01 4.106561e-04 6.367441e-05 23 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 42 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 2.517682e-06 0.000000e+00 energy 7.916403e+00 7.057242e-07 7.916403e-02 displacement 5.708530e+01 1.467702e-04 6.374130e-05 24 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 43 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 2.898773e-06 0.000000e+00 energy 7.916403e+00 2.842186e-06 7.916403e-02 displacement 5.708530e+01 8.076717e-05 6.369031e-05 25 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 44 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.067362e+01 8.612751e-08 0.000000e+00 energy 7.916403e+00 1.935028e-07 7.916403e-02 displacement 5.708530e+01 9.815606e-06 6.370577e-05 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35285913 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 4.500439e-02 0.000000e+00 energy 8.050466e+00 5.129852e-02 8.050466e-02 displacement 6.106725e+01 6.106725e+01 6.106725e-05 2 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.403472 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 4.777777e-01 0.000000e+00 energy 8.050466e+00 9.223596e-02 8.050466e-02 displacement 6.106725e+01 1.131885e+01 1.004985e-04 3 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 2.399288e-01 0.000000e+00 energy 8.050466e+00 5.003025e-03 8.050466e-02 displacement 6.106725e+01 5.615294e-01 9.547349e-05 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 2.038546e-01 0.000000e+00 energy 8.050466e+00 7.092499e-03 8.050466e-02 displacement 6.106725e+01 4.745361e+00 7.644427e-05 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 1.105270e-02 0.000000e+00 energy 8.050466e+00 3.835080e-04 8.050466e-02 displacement 6.106725e+01 1.420871e+00 6.992417e-05 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 2.934838e-02 0.000000e+00 energy 8.050466e+00 4.085968e-03 8.050466e-02 displacement 6.106725e+01 2.955168e-01 6.721213e-05 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 4.185733e-03 0.000000e+00 energy 8.050466e+00 3.526584e-05 8.050466e-02 displacement 6.106725e+01 5.476237e-02 6.865929e-05 8 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 3.685978e-03 0.000000e+00 energy 8.050466e+00 1.008282e-03 8.050466e-02 displacement 6.106725e+01 9.982069e-02 6.588564e-05 9 Nonlinear solution status: time= 1.64 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 8.763495e-04 0.000000e+00 energy 8.050466e+00 4.116420e-05 8.050466e-02 displacement 6.106725e+01 1.273815e-02 6.641675e-05 10 Nonlinear solution status: time= 1.64 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.272433 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 3.719148e-04 0.000000e+00 energy 8.050466e+00 3.396456e-05 8.050466e-02 displacement 6.106725e+01 2.911058e-03 6.610498e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286039 11 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 3.108156e-06 0.000000e+00 energy 8.050466e+00 3.263701e-06 8.050466e-02 displacement 6.106725e+01 3.924771e-03 6.559472e-05 12 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 2.938559e-06 0.000000e+00 energy 8.050466e+00 8.375291e-06 8.050466e-02 displacement 6.106725e+01 4.467280e-04 6.574486e-05 13 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.105289e+01 4.525662e-07 0.000000e+00 energy 8.050466e+00 1.996883e-06 8.050466e-02 displacement 6.106725e+01 5.161549e-05 6.572348e-05 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286039 1 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 3.195311e-02 0.000000e+00 energy 8.538566e+00 5.867391e-02 8.538566e-02 displacement 6.345081e+01 6.345081e+01 6.345081e-05 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.541026 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 1.030276e-01 0.000000e+00 energy 8.538566e+00 6.271019e-02 8.538566e-02 displacement 6.345081e+01 6.478896e+00 9.410279e-05 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 2.244409e-02 0.000000e+00 energy 8.538566e+00 6.210092e-03 8.538566e-02 displacement 6.345081e+01 7.675519e-01 9.765220e-05 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 1.715586e-02 0.000000e+00 energy 8.538566e+00 4.307878e-03 8.538566e-02 displacement 6.345081e+01 3.408187e+00 7.173109e-05 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 7.498130e-03 0.000000e+00 energy 8.538566e+00 3.809430e-03 8.538566e-02 displacement 6.345081e+01 2.626053e+00 6.650444e-05 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.552110 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 5.225520e-03 0.000000e+00 energy 8.538566e+00 7.227240e-05 8.538566e-02 displacement 6.345081e+01 2.820241e-02 6.666172e-05 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.551374 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 2.344576e-03 0.000000e+00 energy 8.538566e+00 5.699180e-06 8.538566e-02 displacement 6.345081e+01 6.803080e-02 6.499808e-05 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.301124 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 3.288185e-03 0.000000e+00 energy 8.538566e+00 4.832673e-04 8.538566e-02 displacement 6.345081e+01 9.265995e-02 6.603923e-05 9 Nonlinear solution status: time= 1.65 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 2.451448e-03 0.000000e+00 energy 8.538566e+00 2.448699e-04 8.538566e-02 displacement 6.345081e+01 2.942333e-02 6.717318e-05 10 Nonlinear solution status: time= 1.65 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 1.150245e-03 0.000000e+00 energy 8.538566e+00 3.561540e-04 8.538566e-02 displacement 6.345081e+01 6.391228e-02 6.644068e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286093 11 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.172091 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 8.913239e-04 0.000000e+00 energy 8.538566e+00 2.161362e-04 8.538566e-02 displacement 6.345081e+01 6.472298e-03 6.586709e-05 12 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.370919 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 4.798855e-04 0.000000e+00 energy 8.538566e+00 1.599251e-04 8.538566e-02 displacement 6.345081e+01 6.239298e-03 6.537772e-05 13 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.239824 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 2.159533e-04 0.000000e+00 energy 8.538566e+00 4.773256e-05 8.538566e-02 displacement 6.345081e+01 1.846475e-03 6.511665e-05 14 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.568248 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 1.941322e-04 0.000000e+00 energy 8.538566e+00 1.477390e-04 8.538566e-02 displacement 6.345081e+01 6.468940e-03 6.525411e-05 15 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 1.260050e-04 0.000000e+00 energy 8.538566e+00 7.952148e-05 8.538566e-02 displacement 6.345081e+01 3.802600e-03 6.541589e-05 16 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 6.030852e-05 0.000000e+00 energy 8.538566e+00 3.213329e-05 8.538566e-02 displacement 6.345081e+01 1.564252e-03 6.513544e-05 17 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.607717 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 2.578463e-05 0.000000e+00 energy 8.538566e+00 1.187680e-05 8.538566e-02 displacement 6.345081e+01 6.384908e-04 6.523921e-05 18 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 5.329475e-06 0.000000e+00 energy 8.538566e+00 4.100184e-06 8.538566e-02 displacement 6.345081e+01 2.399340e-04 6.511223e-05 19 Nonlinear solution status: time= 1.65 stiffness updates = 8 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.581014 convergence norms : INITIAL CURRENT REQUIRED residual 4.388585e+01 2.313255e-06 0.000000e+00 energy 8.538566e+00 4.795015e-07 8.538566e-02 displacement 6.345081e+01 3.656974e-05 6.506784e-05 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286147 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 1.010544e-01 0.000000e+00 energy 9.293937e+00 9.232502e-02 9.293937e-02 displacement 6.826055e+01 6.826055e+01 6.826055e-05 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.224480 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 1.713934e-01 0.000000e+00 energy 9.293937e+00 5.091568e-02 9.293937e-02 displacement 6.826055e+01 6.690108e+00 9.771909e-05 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 6.231549e-02 0.000000e+00 energy 9.293937e+00 1.763629e-03 9.293937e-02 displacement 6.826055e+01 2.092300e-01 9.556890e-05 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 4.050916e-02 0.000000e+00 energy 9.293937e+00 2.364528e-03 9.293937e-02 displacement 6.826055e+01 1.581053e+00 8.259550e-05 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 1.594116e-02 0.000000e+00 energy 9.293937e+00 6.892841e-06 9.293937e-02 displacement 6.826055e+01 1.708429e+00 7.417719e-05 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 8.991523e-03 0.000000e+00 energy 9.293937e+00 5.318939e-05 9.293937e-02 displacement 6.826055e+01 1.196886e-01 7.322242e-05 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 4.213699e-03 0.000000e+00 energy 9.293937e+00 1.129444e-03 9.293937e-02 displacement 6.826055e+01 4.322514e-02 7.182073e-05 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.285571 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 5.280582e-03 0.000000e+00 energy 9.293937e+00 6.380799e-04 9.293937e-02 displacement 6.826055e+01 1.121678e-01 7.208234e-05 9 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.561696 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 1.050168e-02 0.000000e+00 energy 9.293937e+00 1.399363e-03 9.293937e-02 displacement 6.826055e+01 1.567345e-01 7.487614e-05 10 Nonlinear solution status: time= 1.66 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 3.075485e-03 0.000000e+00 energy 9.293937e+00 1.114754e-03 9.293937e-02 displacement 6.826055e+01 1.488739e-01 7.335838e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286147 11 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.266698 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 1.718567e-03 0.000000e+00 energy 9.293937e+00 3.352452e-04 9.293937e-02 displacement 6.826055e+01 5.867391e-02 7.261868e-05 12 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.201250 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 8.874636e-04 0.000000e+00 energy 9.293937e+00 8.288802e-05 9.293937e-02 displacement 6.826055e+01 3.223880e-02 7.214449e-05 13 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.359525 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 2.079074e-04 0.000000e+00 energy 9.293937e+00 7.431128e-05 9.293937e-02 displacement 6.826055e+01 8.185706e-02 7.246872e-05 14 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.455066 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 5.039167e-05 0.000000e+00 energy 9.293937e+00 2.548439e-05 9.293937e-02 displacement 6.826055e+01 1.988909e-03 7.242097e-05 15 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.369207 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 2.398322e-05 0.000000e+00 energy 9.293937e+00 9.136482e-06 9.293937e-02 displacement 6.826055e+01 1.831118e-04 7.248540e-05 16 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 9.296519e-06 0.000000e+00 energy 9.293937e+00 5.393053e-06 9.293937e-02 displacement 6.826055e+01 4.983865e-04 7.247964e-05 17 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.513464 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 5.999129e-06 0.000000e+00 energy 9.293937e+00 2.031417e-06 9.293937e-02 displacement 6.826055e+01 2.104891e-04 7.248423e-05 18 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.870629e+01 8.216948e-07 0.000000e+00 energy 9.293937e+00 1.033228e-06 9.293937e-02 displacement 6.826055e+01 2.674925e-05 7.245540e-05 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286165 1 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 8.504564e-03 0.000000e+00 energy 9.861830e+00 3.216438e-02 9.861830e-02 displacement 7.078090e+01 7.078090e+01 7.078090e-05 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.627260 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 9.504779e-03 0.000000e+00 energy 9.861830e+00 9.592047e-03 9.861830e-02 displacement 7.078090e+01 1.211619e+00 8.437784e-05 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 1.131055e-03 0.000000e+00 energy 9.861830e+00 2.000144e-03 9.861830e-02 displacement 7.078090e+01 3.486109e-01 8.223836e-05 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.530045 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 8.830239e-04 0.000000e+00 energy 9.861830e+00 8.355701e-04 9.861830e-02 displacement 7.078090e+01 3.320117e-01 7.908245e-05 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.177666 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 6.574118e-04 0.000000e+00 energy 9.861830e+00 2.175883e-04 9.861830e-02 displacement 7.078090e+01 2.631942e-02 7.894950e-05 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.212453 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 3.772556e-04 0.000000e+00 energy 9.861830e+00 1.324260e-04 9.861830e-02 displacement 7.078090e+01 1.357357e-02 7.872207e-05 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.203232 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 2.305073e-04 0.000000e+00 energy 9.861830e+00 2.165268e-05 9.861830e-02 displacement 7.078090e+01 6.786815e-03 7.863161e-05 8 Nonlinear solution status: time= 1.67 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.186914 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 1.157911e-04 0.000000e+00 energy 9.861830e+00 9.971678e-06 9.861830e-02 displacement 7.078090e+01 2.835268e-04 7.869186e-05 9 Nonlinear solution status: time= 1.67 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.609035 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 2.952606e-05 0.000000e+00 energy 9.861830e+00 2.206111e-05 9.861830e-02 displacement 7.078090e+01 4.313863e-04 7.887438e-05 10 Nonlinear solution status: time= 1.67 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 5.891108e-06 0.000000e+00 energy 9.861830e+00 3.410449e-06 9.861830e-02 displacement 7.078090e+01 5.833978e-04 7.902994e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286399 11 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154234e+01 4.487686e-09 0.000000e+00 energy 9.861830e+00 1.532174e-08 9.861830e-02 displacement 7.078090e+01 3.789698e-05 7.901369e-05 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286399 1 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 3.085900e-02 0.000000e+00 energy 1.067020e+01 4.730398e-02 1.067020e-01 displacement 7.458262e+01 7.458262e+01 7.458262e-05 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.545901 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 1.323738e-01 0.000000e+00 energy 1.067020e+01 6.819224e-02 1.067020e-01 displacement 7.458262e+01 7.703547e+00 1.093680e-04 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 2.131202e-02 0.000000e+00 energy 1.067020e+01 4.151653e-03 1.067020e-01 displacement 7.458262e+01 5.806540e-01 1.041752e-04 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 3.432452e-02 0.000000e+00 energy 1.067020e+01 2.256249e-03 1.067020e-01 displacement 7.458262e+01 4.547663e+00 8.881262e-05 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 5.544201e-03 0.000000e+00 energy 1.067020e+01 1.584680e-03 1.067020e-01 displacement 7.458262e+01 8.663126e-01 8.884823e-05 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.602362 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 8.222414e-03 0.000000e+00 energy 1.067020e+01 5.422956e-04 1.067020e-01 displacement 7.458262e+01 3.801515e-02 9.055121e-05 7 Nonlinear solution status: time= 1.68 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 3.274858e-03 0.000000e+00 energy 1.067020e+01 1.957637e-03 1.067020e-01 displacement 7.458262e+01 6.306574e-01 9.113082e-05 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 6.869655e-04 0.000000e+00 energy 1.067020e+01 6.403572e-04 1.067020e-01 displacement 7.458262e+01 5.193390e-02 8.852691e-05 9 Nonlinear solution status: time= 1.68 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.245592 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 4.805044e-04 0.000000e+00 energy 1.067020e+01 2.497576e-04 1.067020e-01 displacement 7.458262e+01 1.237817e-02 8.745310e-05 10 Nonlinear solution status: time= 1.68 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.166045 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 3.520893e-04 0.000000e+00 energy 1.067020e+01 7.839726e-05 1.067020e-01 displacement 7.458262e+01 5.878624e-03 8.674229e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286417 11 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.270857 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 1.017750e-04 0.000000e+00 energy 1.067020e+01 1.623875e-04 1.067020e-01 displacement 7.458262e+01 3.169359e-03 8.667024e-05 12 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.343140 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 3.619105e-05 0.000000e+00 energy 1.067020e+01 3.838971e-05 1.067020e-01 displacement 7.458262e+01 1.702856e-03 8.671367e-05 13 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.329221 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 1.982882e-05 0.000000e+00 energy 1.067020e+01 1.347679e-05 1.067020e-01 displacement 7.458262e+01 1.018386e-03 8.678724e-05 14 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 1.386278e-05 0.000000e+00 energy 1.067020e+01 1.885744e-05 1.067020e-01 displacement 7.458262e+01 6.218838e-04 8.665032e-05 15 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 1.226475e-06 0.000000e+00 energy 1.067020e+01 1.316441e-06 1.067020e-01 displacement 7.458262e+01 1.614416e-04 8.671653e-05 16 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.668695e+01 4.313927e-07 0.000000e+00 energy 1.067020e+01 1.739840e-07 1.067020e-01 displacement 7.458262e+01 1.490416e-05 8.669947e-05 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286417 1 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 2.124306e-02 0.000000e+00 energy 1.059189e+01 6.384414e-02 1.059189e-01 displacement 7.761830e+01 7.761830e+01 7.761830e-05 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.527153 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 1.056551e-01 0.000000e+00 energy 1.059189e+01 4.827950e-02 1.059189e-01 displacement 7.761830e+01 6.881040e+00 1.097130e-04 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 2.899330e-02 0.000000e+00 energy 1.059189e+01 4.542116e-03 1.059189e-01 displacement 7.761830e+01 9.598327e-01 1.027194e-04 4 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 1.803265e-02 0.000000e+00 energy 1.059189e+01 3.475963e-03 1.059189e-01 displacement 7.761830e+01 4.528384e+00 8.978148e-05 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.529945 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 6.369226e-03 0.000000e+00 energy 1.059189e+01 1.649953e-04 1.059189e-01 displacement 7.761830e+01 2.447781e-01 9.236995e-05 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 3.836540e-03 0.000000e+00 energy 1.059189e+01 1.020178e-04 1.059189e-01 displacement 7.761830e+01 2.491593e-01 9.458534e-05 7 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.524547 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 3.652486e-03 0.000000e+00 energy 1.059189e+01 1.517098e-04 1.059189e-01 displacement 7.761830e+01 3.337082e-02 9.409750e-05 8 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 7.274717e-04 0.000000e+00 energy 1.059189e+01 3.744961e-04 1.059189e-01 displacement 7.761830e+01 1.793018e-01 9.185988e-05 9 Nonlinear solution status: time= 1.69 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.517983 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 4.060259e-04 0.000000e+00 energy 1.059189e+01 1.780967e-05 1.059189e-01 displacement 7.761830e+01 1.306146e-02 9.150698e-05 10 Nonlinear solution status: time= 1.69 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.244021 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 5.750283e-04 0.000000e+00 energy 1.059189e+01 1.260348e-04 1.059189e-01 displacement 7.761830e+01 1.209947e-02 9.142652e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286543 11 Nonlinear solution status: time= 1.69 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.559555 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 1.088469e-04 0.000000e+00 energy 1.059189e+01 1.531084e-05 1.059189e-01 displacement 7.761830e+01 1.524351e-03 9.134816e-05 12 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 3.274423e-05 0.000000e+00 energy 1.059189e+01 2.327745e-05 1.059189e-01 displacement 7.761830e+01 1.248887e-03 9.147448e-05 13 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 2.911856e-06 0.000000e+00 energy 1.059189e+01 2.048636e-06 1.059189e-01 displacement 7.761830e+01 1.609703e-04 9.141355e-05 14 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.346867 convergence norms : INITIAL CURRENT REQUIRED residual 5.513275e+01 1.324517e-06 0.000000e+00 energy 1.059189e+01 1.583291e-06 1.059189e-01 displacement 7.761830e+01 1.747345e-05 9.143348e-05 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286543 1 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.985258e-02 0.000000e+00 energy 1.098040e+01 6.428208e-02 1.098040e-01 displacement 8.198131e+01 8.198131e+01 8.198131e-05 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.453120 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.075435e-01 0.000000e+00 energy 1.098040e+01 7.509956e-02 1.098040e-01 displacement 8.198131e+01 5.322573e+00 1.109702e-04 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 3.393434e-02 0.000000e+00 energy 1.098040e+01 1.173884e-03 1.098040e-01 displacement 8.198131e+01 9.343423e-01 1.058452e-04 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 8.682507e-02 0.000000e+00 energy 1.098040e+01 5.622218e-03 1.098040e-01 displacement 8.198131e+01 2.431010e+00 9.521004e-05 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.516329 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.939752e-02 0.000000e+00 energy 1.098040e+01 6.869112e-04 1.098040e-01 displacement 8.198131e+01 1.114340e+00 9.697481e-05 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 8.143920e-03 0.000000e+00 energy 1.098040e+01 3.879414e-04 1.098040e-01 displacement 8.198131e+01 1.105772e+00 1.003322e-04 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 7.051726e-03 0.000000e+00 energy 1.098040e+01 3.542030e-04 1.098040e-01 displacement 8.198131e+01 6.761657e-02 1.009548e-04 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.313169 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 5.143024e-03 0.000000e+00 energy 1.098040e+01 1.733922e-04 1.098040e-01 displacement 8.198131e+01 2.623221e-02 9.916208e-05 9 Nonlinear solution status: time= 1.7 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.141444 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 3.168452e-03 0.000000e+00 energy 1.098040e+01 2.175414e-04 1.098040e-01 displacement 8.198131e+01 4.826792e-02 9.730696e-05 10 Nonlinear solution status: time= 1.7 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 4.081522e-03 0.000000e+00 energy 1.098040e+01 6.848338e-04 1.098040e-01 displacement 8.198131e+01 3.362388e-01 9.329318e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286597 11 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.303713 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.160231e-03 0.000000e+00 energy 1.098040e+01 4.413597e-05 1.098040e-01 displacement 8.198131e+01 2.284207e-02 9.362776e-05 12 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.448820 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.028871e-03 0.000000e+00 energy 1.098040e+01 6.792782e-04 1.098040e-01 displacement 8.198131e+01 3.576519e-01 9.718438e-05 13 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.337458e-04 0.000000e+00 energy 1.098040e+01 6.058347e-05 1.098040e-01 displacement 8.198131e+01 2.443420e-02 9.686721e-05 14 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.375540e-04 0.000000e+00 energy 1.098040e+01 2.716705e-05 1.098040e-01 displacement 8.198131e+01 3.203040e-02 9.560370e-05 15 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.610859e-05 0.000000e+00 energy 1.098040e+01 8.325480e-06 1.098040e-01 displacement 8.198131e+01 5.390938e-03 9.592468e-05 16 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.502238 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 6.556347e-06 0.000000e+00 energy 1.098040e+01 1.695730e-06 1.098040e-01 displacement 8.198131e+01 3.992632e-04 9.601780e-05 17 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.575694 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 3.340676e-06 0.000000e+00 energy 1.098040e+01 9.463220e-07 1.098040e-01 displacement 8.198131e+01 5.182312e-04 9.615421e-05 18 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.727398e+01 2.653327e-06 0.000000e+00 energy 1.098040e+01 1.487253e-06 1.098040e-01 displacement 8.198131e+01 2.076775e-05 9.616273e-05 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286615 1 Nonlinear solution status: time= 1.71 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 1.658178e-02 0.000000e+00 energy 1.142447e+01 4.646147e-02 1.142447e-01 displacement 8.336744e+01 8.336744e+01 8.336744e-05 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.571760 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 1.730438e-02 0.000000e+00 energy 1.142447e+01 1.782974e-02 1.142447e-01 displacement 8.336744e+01 1.837642e+00 1.002434e-04 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 3.508153e-03 0.000000e+00 energy 1.142447e+01 4.686907e-04 1.142447e-01 displacement 8.336744e+01 1.114728e+00 1.034088e-04 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 2.917581e-03 0.000000e+00 energy 1.142447e+01 6.761825e-04 1.142447e-01 displacement 8.336744e+01 1.156642e+00 1.002466e-04 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.356958 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 1.819957e-03 0.000000e+00 energy 1.142447e+01 3.199440e-04 1.142447e-01 displacement 8.336744e+01 3.077714e-02 9.867787e-05 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.165041 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 1.156106e-03 0.000000e+00 energy 1.142447e+01 1.911333e-04 1.142447e-01 displacement 8.336744e+01 3.847181e-02 9.660345e-05 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.446453 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 7.645100e-04 0.000000e+00 energy 1.142447e+01 3.482660e-05 1.142447e-01 displacement 8.336744e+01 7.365915e-02 9.487554e-05 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.601440 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 7.680065e-04 0.000000e+00 energy 1.142447e+01 2.483535e-04 1.142447e-01 displacement 8.336744e+01 1.494669e-01 9.345991e-05 9 Nonlinear solution status: time= 1.71 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 1.134434e-04 0.000000e+00 energy 1.142447e+01 2.705576e-05 1.142447e-01 displacement 8.336744e+01 3.988419e-02 9.429481e-05 10 Nonlinear solution status: time= 1.71 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.557900 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 3.481279e-05 0.000000e+00 energy 1.142447e+01 7.455206e-06 1.142447e-01 displacement 8.336744e+01 8.273842e-03 9.457797e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286741 11 Nonlinear solution status: time= 1.71 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.573660 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 6.656854e-06 0.000000e+00 energy 1.142447e+01 1.173268e-07 1.142447e-01 displacement 8.336744e+01 3.018666e-04 9.448010e-05 12 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.582049 convergence norms : INITIAL CURRENT REQUIRED residual 6.054071e+01 2.055901e-06 0.000000e+00 energy 1.142447e+01 1.354225e-06 1.142447e-01 displacement 8.336744e+01 3.562447e-05 9.447928e-05 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286741 1 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 6.907390e-03 0.000000e+00 energy 1.243487e+01 1.972714e-02 1.243487e-01 displacement 8.725887e+01 8.725887e+01 8.725887e-05 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 5.995220e-03 0.000000e+00 energy 1.243487e+01 7.728706e-03 1.243487e-01 displacement 8.725887e+01 2.860600e+00 1.052808e-04 3 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 1.008043e-03 0.000000e+00 energy 1.243487e+01 1.965014e-03 1.243487e-01 displacement 8.725887e+01 3.003537e-01 9.860195e-05 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.597339 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 4.762595e-04 0.000000e+00 energy 1.243487e+01 4.511585e-04 1.243487e-01 displacement 8.725887e+01 1.895945e-01 9.316732e-05 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.215500 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 2.301847e-04 0.000000e+00 energy 1.243487e+01 1.338058e-04 1.243487e-01 displacement 8.725887e+01 1.402159e-02 9.219512e-05 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.267276 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 2.039769e-04 0.000000e+00 energy 1.243487e+01 7.505950e-05 1.243487e-01 displacement 8.725887e+01 7.693527e-03 9.130628e-05 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.600586 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 8.027648e-05 0.000000e+00 energy 1.243487e+01 3.208811e-06 1.243487e-01 displacement 8.725887e+01 5.690302e-03 9.096841e-05 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 1.587828e-04 0.000000e+00 energy 1.243487e+01 1.032155e-04 1.243487e-01 displacement 8.725887e+01 1.633860e-02 9.089974e-05 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 3.478911e-05 0.000000e+00 energy 1.243487e+01 6.099584e-06 1.243487e-01 displacement 8.725887e+01 3.693988e-03 9.063548e-05 10 Nonlinear solution status: time= 1.72 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 3.788195e-05 0.000000e+00 energy 1.243487e+01 2.039173e-05 1.243487e-01 displacement 8.725887e+01 6.326960e-03 8.988130e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286921 11 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 1.887612e-06 0.000000e+00 energy 1.243487e+01 7.262824e-07 1.243487e-01 displacement 8.725887e+01 1.357161e-03 8.977638e-05 12 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 6.325841e-07 0.000000e+00 energy 1.243487e+01 4.342988e-07 1.243487e-01 displacement 8.725887e+01 2.192607e-04 8.972351e-05 13 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 3.261666e-08 0.000000e+00 energy 1.243487e+01 3.158130e-08 1.243487e-01 displacement 8.725887e+01 1.437705e-04 8.966652e-05 14 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.867042e+01 5.381840e-09 0.000000e+00 energy 1.243487e+01 6.401473e-09 1.243487e-01 displacement 8.725887e+01 2.593956e-06 8.966213e-05 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286921 1 Nonlinear solution status: time= 1.73 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 5.437553e-02 0.000000e+00 energy 1.246545e+01 7.612546e-02 1.246545e-01 displacement 8.795158e+01 8.795158e+01 8.795158e-05 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.553494 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 1.957916e-01 0.000000e+00 energy 1.246545e+01 9.238976e-02 1.246545e-01 displacement 8.795158e+01 1.397446e+01 1.473237e-04 3 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 4.919529e-02 0.000000e+00 energy 1.246545e+01 9.729717e-03 1.246545e-01 displacement 8.795158e+01 1.649618e+00 1.264184e-04 4 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 3.526486e-02 0.000000e+00 energy 1.246545e+01 3.429963e-03 1.246545e-01 displacement 8.795158e+01 6.485512e+00 9.189741e-05 5 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.326996 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 1.843083e-02 0.000000e+00 energy 1.246545e+01 4.839997e-04 1.246545e-01 displacement 8.795158e+01 2.620483e-01 9.203722e-05 6 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.488842 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 5.344250e-03 0.000000e+00 energy 1.246545e+01 6.478046e-04 1.246545e-01 displacement 8.795158e+01 1.352989e-01 9.379407e-05 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.394814 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 2.077065e-03 0.000000e+00 energy 1.246545e+01 2.354111e-04 1.246545e-01 displacement 8.795158e+01 4.232101e-02 9.299079e-05 8 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.482139 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 3.956418e-03 0.000000e+00 energy 1.246545e+01 5.532124e-04 1.246545e-01 displacement 8.795158e+01 1.043801e-01 9.344609e-05 9 Nonlinear solution status: time= 1.73 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.619485 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 2.678656e-03 0.000000e+00 energy 1.246545e+01 3.867165e-04 1.246545e-01 displacement 8.795158e+01 1.153849e-01 9.390769e-05 10 Nonlinear solution status: time= 1.73 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 2.087267e-03 0.000000e+00 energy 1.246545e+01 2.831568e-04 1.246545e-01 displacement 8.795158e+01 2.031617e-02 9.395846e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286903 11 Nonlinear solution status: time= 1.73 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.195894 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 1.365189e-03 0.000000e+00 energy 1.246545e+01 4.927623e-05 1.246545e-01 displacement 8.795158e+01 9.964571e-03 9.279291e-05 12 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.246086 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 4.912447e-04 0.000000e+00 energy 1.246545e+01 8.947551e-05 1.246545e-01 displacement 8.795158e+01 5.170722e-03 9.198221e-05 13 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.201244 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 2.106526e-04 0.000000e+00 energy 1.246545e+01 5.007574e-05 1.246545e-01 displacement 8.795158e+01 2.859137e-03 9.180338e-05 14 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.544570 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 2.447006e-04 0.000000e+00 energy 1.246545e+01 1.963607e-04 1.246545e-01 displacement 8.795158e+01 5.204090e-02 9.227892e-05 15 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 7.544138e-05 0.000000e+00 energy 1.246545e+01 2.397197e-05 1.246545e-01 displacement 8.795158e+01 1.395985e-03 9.227205e-05 16 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.473850 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 4.704647e-05 0.000000e+00 energy 1.246545e+01 2.060197e-05 1.246545e-01 displacement 8.795158e+01 2.293424e-03 9.227330e-05 17 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.481421 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 1.884884e-05 0.000000e+00 energy 1.246545e+01 8.420034e-06 1.246545e-01 displacement 8.795158e+01 6.611917e-04 9.218134e-05 18 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.573264 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 8.217948e-06 0.000000e+00 energy 1.246545e+01 2.859704e-06 1.246545e-01 displacement 8.795158e+01 3.672262e-04 9.221467e-05 19 Nonlinear solution status: time= 1.73 stiffness updates = 8 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 0.602429 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 1.297883e-06 0.000000e+00 energy 1.246545e+01 7.712950e-07 1.246545e-01 displacement 8.795158e+01 2.159455e-04 9.213336e-05 20 Nonlinear solution status: time= 1.73 stiffness updates = 9 right hand side evaluations = 37 stiffness matrix reformations = 2 step from line search = 0.532276 convergence norms : INITIAL CURRENT REQUIRED residual 6.742235e+01 6.069796e-07 0.000000e+00 energy 1.246545e+01 3.250098e-07 1.246545e-01 displacement 8.795158e+01 1.356950e-05 9.210413e-05 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286939 1 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 1.025561e-02 0.000000e+00 energy 1.329919e+01 2.280694e-02 1.329919e-01 displacement 9.267371e+01 9.267371e+01 9.267371e-05 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.562084 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 2.580377e-02 0.000000e+00 energy 1.329919e+01 1.206076e-02 1.329919e-01 displacement 9.267371e+01 1.469069e+00 1.075310e-04 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 4.554249e-03 0.000000e+00 energy 1.329919e+01 1.769881e-03 1.329919e-01 displacement 9.267371e+01 5.833491e-01 1.063801e-04 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 2.755558e-03 0.000000e+00 energy 1.329919e+01 3.061577e-03 1.329919e-01 displacement 9.267371e+01 8.991221e-01 9.842714e-05 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.571156 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 7.395307e-04 0.000000e+00 energy 1.329919e+01 3.386489e-04 1.329919e-01 displacement 9.267371e+01 3.181677e-02 9.972541e-05 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 3.231806e-04 0.000000e+00 energy 1.329919e+01 2.969996e-04 1.329919e-01 displacement 9.267371e+01 2.787954e-02 1.015930e-04 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 1.860718e-04 0.000000e+00 energy 1.329919e+01 1.505310e-04 1.329919e-01 displacement 9.267371e+01 9.878019e-03 1.006882e-04 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.228500 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 9.991834e-05 0.000000e+00 energy 1.329919e+01 1.928895e-05 1.329919e-01 displacement 9.267371e+01 1.539566e-03 1.002307e-04 9 Nonlinear solution status: time= 1.74 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.527318 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 2.969088e-05 0.000000e+00 energy 1.329919e+01 1.684099e-05 1.329919e-01 displacement 9.267371e+01 1.922329e-03 9.968233e-05 10 Nonlinear solution status: time= 1.74 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.536866 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 1.841750e-05 0.000000e+00 energy 1.329919e+01 9.432507e-06 1.329919e-01 displacement 9.267371e+01 1.311624e-03 9.953012e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286993 11 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.606978 convergence norms : INITIAL CURRENT REQUIRED residual 7.213678e+01 3.075511e-06 0.000000e+00 energy 1.329919e+01 1.319267e-06 1.329919e-01 displacement 9.267371e+01 8.639248e-05 9.949727e-05 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 66 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35286993 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 7.597644e+01 1.462130e-02 0.000000e+00 energy 1.384935e+01 3.152763e-02 1.384935e-01 displacement 9.537529e+01 9.537529e+01 9.537529e-05 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.617665 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 3.308380e-02 0.000000e+00 energy 1.384935e+01 1.663679e-02 1.384935e-01 displacement 9.537529e+01 2.542880e+00 1.152348e-04 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 4.547059e-03 0.000000e+00 energy 1.384935e+01 3.456545e-03 1.384935e-01 displacement 9.537529e+01 6.587206e-01 1.084967e-04 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 4.896565e-03 0.000000e+00 energy 1.384935e+01 4.093110e-03 1.384935e-01 displacement 9.537529e+01 4.100266e+00 9.944690e-05 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.144482 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 3.116625e-03 0.000000e+00 energy 1.384935e+01 3.629431e-04 1.384935e-01 displacement 9.537529e+01 4.114533e-02 1.003348e-04 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 1.798632e-03 0.000000e+00 energy 1.384935e+01 3.710002e-03 1.384935e-01 displacement 9.537529e+01 1.656447e+00 1.076600e-04 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 7.230223e-04 0.000000e+00 energy 1.384935e+01 9.718138e-04 1.384935e-01 displacement 9.537529e+01 2.632672e-01 1.049755e-04 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.269869 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 2.663727e-04 0.000000e+00 energy 1.384935e+01 3.273260e-04 1.384935e-01 displacement 9.537529e+01 4.662695e-02 1.032838e-04 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.272722 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 6.652141e-05 0.000000e+00 energy 1.384935e+01 7.154963e-05 1.384935e-01 displacement 9.537529e+01 2.837883e-02 1.028834e-04 10 Nonlinear solution status: time= 1.75 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.310159 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 2.890735e-05 0.000000e+00 energy 1.384935e+01 9.861749e-06 1.384935e-01 displacement 9.537529e+01 4.417053e-03 1.025767e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287065 11 Nonlinear solution status: time= 1.75 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.367474 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 2.061669e-05 0.000000e+00 energy 1.384935e+01 1.013700e-06 1.384935e-01 displacement 9.537529e+01 1.659675e-04 1.024309e-04 12 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.465778 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 5.762295e-06 0.000000e+00 energy 1.384935e+01 7.872542e-06 1.384935e-01 displacement 9.537529e+01 3.551629e-04 1.022707e-04 13 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 1.163703e-05 0.000000e+00 energy 1.384935e+01 8.804728e-06 1.384935e-01 displacement 9.537529e+01 1.533942e-04 1.023667e-04 14 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.597644e+01 8.913548e-07 0.000000e+00 energy 1.384935e+01 7.820811e-07 1.384935e-01 displacement 9.537529e+01 6.265531e-05 1.024137e-04 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 67 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287065 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 8.215350e+01 2.857150e-02 0.000000e+00 energy 1.470501e+01 5.704939e-02 1.470501e-01 displacement 9.999103e+01 9.999103e+01 9.999103e-05 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.604175 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 6.181708e-02 0.000000e+00 energy 1.470501e+01 4.043202e-02 1.470501e-01 displacement 9.999103e+01 6.581737e+00 1.368449e-04 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 8.888561e-03 0.000000e+00 energy 1.470501e+01 6.989257e-03 1.470501e-01 displacement 9.999103e+01 6.762289e-01 1.243947e-04 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.573554 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 4.508689e-03 0.000000e+00 energy 1.470501e+01 2.615448e-03 1.470501e-01 displacement 9.999103e+01 2.734147e+00 1.116421e-04 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.339601 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 2.158845e-03 0.000000e+00 energy 1.470501e+01 8.703269e-04 1.470501e-01 displacement 9.999103e+01 2.023844e-01 1.088402e-04 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.160014 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 1.505483e-03 0.000000e+00 energy 1.470501e+01 3.400955e-04 1.470501e-01 displacement 9.999103e+01 8.922439e-02 1.085081e-04 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.173312 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 9.673825e-04 0.000000e+00 energy 1.470501e+01 1.208759e-04 1.470501e-01 displacement 9.999103e+01 5.862045e-02 1.084101e-04 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.252472 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 8.097534e-04 0.000000e+00 energy 1.470501e+01 9.550488e-05 1.470501e-01 displacement 9.999103e+01 2.042377e-02 1.084118e-04 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.160261 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 6.347948e-04 0.000000e+00 energy 1.470501e+01 1.025763e-04 1.470501e-01 displacement 9.999103e+01 7.569819e-03 1.088102e-04 10 Nonlinear solution status: time= 1.76 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.582642 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 1.346553e-03 0.000000e+00 energy 1.470501e+01 3.011736e-04 1.470501e-01 displacement 9.999103e+01 3.631576e-02 1.108709e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287047 11 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.315496 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 5.574356e-04 0.000000e+00 energy 1.470501e+01 5.282214e-05 1.470501e-01 displacement 9.999103e+01 3.759237e-03 1.104330e-04 12 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.573830 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 1.746360e-04 0.000000e+00 energy 1.470501e+01 1.130944e-04 1.470501e-01 displacement 9.999103e+01 2.561127e-03 1.106195e-04 13 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.604170 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 3.868557e-04 0.000000e+00 energy 1.470501e+01 1.484149e-04 1.470501e-01 displacement 9.999103e+01 4.962030e-03 1.113095e-04 14 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 5.386243e-05 0.000000e+00 energy 1.470501e+01 8.118686e-06 1.470501e-01 displacement 9.999103e+01 2.466741e-03 1.110632e-04 15 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 9.398411e-05 0.000000e+00 energy 1.470501e+01 4.447862e-05 1.470501e-01 displacement 9.999103e+01 2.416482e-03 1.107904e-04 16 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 1.462774e-05 0.000000e+00 energy 1.470501e+01 1.133448e-05 1.470501e-01 displacement 9.999103e+01 1.961474e-04 1.107720e-04 17 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.608302 convergence norms : INITIAL CURRENT REQUIRED residual 8.215350e+01 1.229829e-05 0.000000e+00 energy 1.470501e+01 5.785369e-06 1.470501e-01 displacement 9.999103e+01 1.064528e-04 1.108742e-04 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287047 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 8.699424e+01 1.011293e-02 0.000000e+00 energy 1.552898e+01 1.060300e-02 1.552898e-01 displacement 1.050031e+02 1.050031e+02 1.050031e-04 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 4.100903e-03 0.000000e+00 energy 1.552898e+01 4.189543e-03 1.552898e-01 displacement 1.050031e+02 3.129521e+00 1.190930e-04 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 1.202277e-03 0.000000e+00 energy 1.552898e+01 9.828498e-04 1.552898e-01 displacement 1.050031e+02 1.581289e+00 1.207305e-04 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.479736 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 9.856528e-04 0.000000e+00 energy 1.552898e+01 1.962754e-04 1.552898e-01 displacement 1.050031e+02 8.849321e-01 1.245899e-04 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.345751 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 1.034383e-03 0.000000e+00 energy 1.552898e+01 1.054206e-05 1.552898e-01 displacement 1.050031e+02 2.632412e-01 1.276042e-04 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.169434 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 4.951429e-04 0.000000e+00 energy 1.552898e+01 1.117679e-04 1.552898e-01 displacement 1.050031e+02 6.850000e-02 1.295820e-04 7 Nonlinear solution status: time= 1.77 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 3.010904e-04 0.000000e+00 energy 1.552898e+01 1.187947e-04 1.552898e-01 displacement 1.050031e+02 8.669325e-02 1.333248e-04 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.577840 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 3.652503e-04 0.000000e+00 energy 1.552898e+01 1.568896e-04 1.552898e-01 displacement 1.050031e+02 4.088783e-02 1.363547e-04 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 6.258249e-05 0.000000e+00 energy 1.552898e+01 2.820619e-05 1.552898e-01 displacement 1.050031e+02 8.307169e-03 1.365021e-04 10 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 4.030440e-05 0.000000e+00 energy 1.552898e+01 3.729268e-05 1.552898e-01 displacement 1.050031e+02 1.685662e-02 1.345881e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287155 11 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 6.446615e-06 0.000000e+00 energy 1.552898e+01 7.809353e-06 1.552898e-01 displacement 1.050031e+02 2.669195e-03 1.351206e-04 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 8.699424e+01 1.228449e-05 0.000000e+00 energy 1.552898e+01 1.115038e-05 1.552898e-01 displacement 1.050031e+02 1.356525e-03 1.356339e-04 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 8.699424e+01 1.098310e-06 0.000000e+00 energy 1.552898e+01 1.584690e-06 1.552898e-01 displacement 1.050031e+02 3.228930e-04 1.356637e-04 14 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 1.276780e-06 0.000000e+00 energy 1.552898e+01 5.361175e-07 1.552898e-01 displacement 1.050031e+02 1.444458e-04 1.356924e-04 15 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.434660 convergence norms : INITIAL CURRENT REQUIRED residual 8.699424e+01 4.907055e-07 0.000000e+00 energy 1.552898e+01 3.846331e-09 1.552898e-01 displacement 1.050031e+02 7.561921e-05 1.357743e-04 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287155 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 8.991094e+01 1.306352e-02 0.000000e+00 energy 1.593903e+01 2.553577e-02 1.593903e-01 displacement 1.067291e+02 1.067291e+02 1.067291e-04 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.580168 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 1.881535e-02 0.000000e+00 energy 1.593903e+01 1.171655e-02 1.593903e-01 displacement 1.067291e+02 1.193810e+00 1.215295e-04 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 2.376046e-03 0.000000e+00 energy 1.593903e+01 2.024133e-03 1.593903e-01 displacement 1.067291e+02 2.435650e+00 1.249645e-04 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 4.510501e-03 0.000000e+00 energy 1.593903e+01 2.204914e-03 1.593903e-01 displacement 1.067291e+02 4.670509e+00 1.325340e-04 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.402593 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 1.865522e-03 0.000000e+00 energy 1.593903e+01 7.679395e-04 1.593903e-01 displacement 1.067291e+02 1.886971e-01 1.358775e-04 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.619067 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 9.335924e-04 0.000000e+00 energy 1.593903e+01 9.529172e-04 1.593903e-01 displacement 1.067291e+02 1.512992e-01 1.359369e-04 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 6.203243e-04 0.000000e+00 energy 1.593903e+01 1.695419e-04 1.593903e-01 displacement 1.067291e+02 3.248148e-02 1.391441e-04 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 3.182061e-04 0.000000e+00 energy 1.593903e+01 3.270845e-04 1.593903e-01 displacement 1.067291e+02 1.973643e-01 1.418168e-04 9 Nonlinear solution status: time= 1.78 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.501824 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 2.116109e-04 0.000000e+00 energy 1.593903e+01 7.422731e-05 1.593903e-01 displacement 1.067291e+02 2.484482e-03 1.420823e-04 10 Nonlinear solution status: time= 1.78 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.374441 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 1.443187e-04 0.000000e+00 energy 1.593903e+01 1.113881e-04 1.593903e-01 displacement 1.067291e+02 1.794647e-03 1.425808e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287263 11 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.262928 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 4.645650e-05 0.000000e+00 energy 1.593903e+01 4.914989e-05 1.593903e-01 displacement 1.067291e+02 3.654303e-03 1.426022e-04 12 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.418719 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 6.641346e-05 0.000000e+00 energy 1.593903e+01 2.465232e-05 1.593903e-01 displacement 1.067291e+02 2.656618e-03 1.432519e-04 13 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.469956 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 6.600485e-05 0.000000e+00 energy 1.593903e+01 4.192945e-05 1.593903e-01 displacement 1.067291e+02 6.888188e-03 1.445764e-04 14 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 3.523118e-05 0.000000e+00 energy 1.593903e+01 4.665428e-05 1.593903e-01 displacement 1.067291e+02 3.328929e-03 1.453807e-04 15 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 4.140421e-05 0.000000e+00 energy 1.593903e+01 3.016427e-05 1.593903e-01 displacement 1.067291e+02 9.565317e-04 1.451511e-04 16 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 1.595059e-05 0.000000e+00 energy 1.593903e+01 2.414036e-05 1.593903e-01 displacement 1.067291e+02 1.238634e-03 1.454671e-04 17 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 7.861855e-06 0.000000e+00 energy 1.593903e+01 1.069444e-06 1.593903e-01 displacement 1.067291e+02 7.738866e-04 1.458094e-04 18 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.487035 convergence norms : INITIAL CURRENT REQUIRED residual 8.991094e+01 1.441831e-06 0.000000e+00 energy 1.593903e+01 1.113799e-06 1.593903e-01 displacement 1.067291e+02 6.406079e-05 1.458723e-04 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287281 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 9.191490e+01 9.546292e-03 0.000000e+00 energy 1.623733e+01 2.295544e-02 1.623733e-01 displacement 1.093740e+02 1.093740e+02 1.093740e-04 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 9.191490e+01 4.644072e-03 0.000000e+00 energy 1.623733e+01 3.641633e-03 1.623733e-01 displacement 1.093740e+02 4.329460e+00 1.279010e-04 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 9.191490e+01 3.634188e-03 0.000000e+00 energy 1.623733e+01 1.074111e-03 1.623733e-01 displacement 1.093740e+02 3.317353e+00 1.373756e-04 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.429012 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 1.961715e-03 0.000000e+00 energy 1.623733e+01 3.150652e-04 1.623733e-01 displacement 1.093740e+02 9.477092e-01 1.426446e-04 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.452368 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 1.057839e-03 0.000000e+00 energy 1.623733e+01 6.360400e-05 1.623733e-01 displacement 1.093740e+02 1.876778e-01 1.462746e-04 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.621517 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 4.365974e-04 0.000000e+00 energy 1.623733e+01 1.183251e-04 1.623733e-01 displacement 1.093740e+02 4.144214e-01 1.541103e-04 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.625929 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 4.376028e-04 0.000000e+00 energy 1.623733e+01 2.155525e-04 1.623733e-01 displacement 1.093740e+02 6.047678e-01 1.658385e-04 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 1.765980e-04 0.000000e+00 energy 1.623733e+01 2.139685e-05 1.623733e-01 displacement 1.093740e+02 2.937189e-01 1.585706e-04 9 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 1.588649e-04 0.000000e+00 energy 1.623733e+01 5.296631e-05 1.623733e-01 displacement 1.093740e+02 1.162239e-02 1.571153e-04 10 Nonlinear solution status: time= 1.79 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 9.896001e-05 0.000000e+00 energy 1.623733e+01 3.115371e-05 1.623733e-01 displacement 1.093740e+02 9.706378e-03 1.579463e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287479 11 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.624330 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 1.542399e-05 0.000000e+00 energy 1.623733e+01 3.140466e-06 1.623733e-01 displacement 1.093740e+02 4.776826e-04 1.580184e-04 12 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 3.738254e-06 0.000000e+00 energy 1.623733e+01 2.896481e-06 1.623733e-01 displacement 1.093740e+02 3.402147e-04 1.582617e-04 13 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.191490e+01 2.808986e-07 0.000000e+00 energy 1.623733e+01 1.879278e-07 1.623733e-01 displacement 1.093740e+02 2.510045e-05 1.582614e-04 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287479 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 9.454177e+01 8.989617e-03 0.000000e+00 energy 1.692282e+01 1.214915e-02 1.692282e-01 displacement 1.138090e+02 1.138090e+02 1.138090e-04 2 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.012944e-02 0.000000e+00 energy 1.692282e+01 9.547570e-03 1.692282e-01 displacement 1.138090e+02 1.111279e+00 1.252924e-04 3 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.304034e-03 0.000000e+00 energy 1.692282e+01 2.220453e-03 1.692282e-01 displacement 1.138090e+02 7.720666e-01 1.198740e-04 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.562240 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 3.387547e-04 0.000000e+00 energy 1.692282e+01 6.780844e-04 1.692282e-01 displacement 1.138090e+02 1.759209e-01 1.166224e-04 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.365380 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.458338e-04 0.000000e+00 energy 1.692282e+01 1.593151e-04 1.692282e-01 displacement 1.138090e+02 1.300308e-02 1.157406e-04 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.189718 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.151588e-04 0.000000e+00 energy 1.692282e+01 3.078475e-05 1.692282e-01 displacement 1.138090e+02 2.467682e-03 1.154816e-04 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.027541e-04 0.000000e+00 energy 1.692282e+01 4.812060e-05 1.692282e-01 displacement 1.138090e+02 1.058721e-02 1.154619e-04 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.542239 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.509716e-04 0.000000e+00 energy 1.692282e+01 8.779909e-05 1.692282e-01 displacement 1.138090e+02 1.275457e-02 1.158938e-04 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 4.835227e-05 0.000000e+00 energy 1.692282e+01 3.100605e-05 1.692282e-01 displacement 1.138090e+02 9.876602e-03 1.158458e-04 10 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 2.028855e-05 0.000000e+00 energy 1.692282e+01 1.269351e-05 1.692282e-01 displacement 1.138090e+02 1.119955e-03 1.155849e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287605 11 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.372405 convergence norms : INITIAL CURRENT REQUIRED residual 9.454177e+01 1.152163e-05 0.000000e+00 energy 1.692282e+01 3.513983e-06 1.692282e-01 displacement 1.138090e+02 8.230479e-05 1.155367e-04 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287605 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 9.949554e+01 7.324813e-03 0.000000e+00 energy 1.758853e+01 1.900481e-02 1.758853e-01 displacement 1.163537e+02 1.163537e+02 1.163537e-04 2 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 6.103074e-03 0.000000e+00 energy 1.758853e+01 5.914286e-03 1.758853e-01 displacement 1.163537e+02 8.169868e-01 1.248074e-04 3 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 7.926626e-04 0.000000e+00 energy 1.758853e+01 1.584992e-03 1.758853e-01 displacement 1.163537e+02 7.998925e-01 1.194366e-04 4 Nonlinear solution status: time= 1.81 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.447994 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 3.794774e-04 0.000000e+00 energy 1.758853e+01 2.891925e-04 1.758853e-01 displacement 1.163537e+02 6.878174e-01 1.173317e-04 5 Nonlinear solution status: time= 1.81 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.310200 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 1.855296e-04 0.000000e+00 energy 1.758853e+01 2.640110e-05 1.758853e-01 displacement 1.163537e+02 5.229312e-02 1.166485e-04 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 1.238205e-04 0.000000e+00 energy 1.758853e+01 3.920496e-05 1.758853e-01 displacement 1.163537e+02 1.225082e-01 1.168876e-04 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 8.970219e-05 0.000000e+00 energy 1.758853e+01 4.093660e-05 1.758853e-01 displacement 1.163537e+02 4.829783e-02 1.177488e-04 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 9.949554e+01 2.192516e-05 0.000000e+00 energy 1.758853e+01 9.595786e-06 1.758853e-01 displacement 1.163537e+02 9.746070e-03 1.177893e-04 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 9.949554e+01 2.607893e-05 0.000000e+00 energy 1.758853e+01 1.430875e-05 1.758853e-01 displacement 1.163537e+02 4.510940e-03 1.176228e-04 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 9.949554e+01 1.776045e-05 0.000000e+00 energy 1.758853e+01 1.028595e-05 1.758853e-01 displacement 1.163537e+02 4.840407e-04 1.174884e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287749 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 9.949554e+01 5.963077e-07 0.000000e+00 energy 1.758853e+01 3.856128e-07 1.758853e-01 displacement 1.163537e+02 1.063892e-03 1.176067e-04 12 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 4.065471e-08 0.000000e+00 energy 1.758853e+01 6.127609e-08 1.758853e-01 displacement 1.163537e+02 1.187252e-04 1.176286e-04 13 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.949554e+01 1.875522e-09 0.000000e+00 energy 1.758853e+01 7.413703e-10 1.758853e-01 displacement 1.163537e+02 1.078222e-05 1.176345e-04 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287749 1 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 1.380083e-02 0.000000e+00 energy 1.799459e+01 2.356280e-02 1.799459e-01 displacement 1.182662e+02 1.182662e+02 1.182662e-04 2 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.523181 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 5.118753e-02 0.000000e+00 energy 1.799459e+01 2.600261e-02 1.799459e-01 displacement 1.182662e+02 2.510271e+00 1.315702e-04 3 Nonlinear solution status: time= 1.82 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 5.215985e-03 0.000000e+00 energy 1.799459e+01 2.422203e-03 1.799459e-01 displacement 1.182662e+02 2.268979e+00 1.321065e-04 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 7.126237e-03 0.000000e+00 energy 1.799459e+01 8.031345e-04 1.799459e-01 displacement 1.182662e+02 1.292900e+00 1.284690e-04 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.634925 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 9.525634e-04 0.000000e+00 energy 1.799459e+01 3.837096e-04 1.799459e-01 displacement 1.182662e+02 4.038159e-02 1.276523e-04 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.265158 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 3.821494e-04 0.000000e+00 energy 1.799459e+01 1.654275e-04 1.799459e-01 displacement 1.182662e+02 5.702742e-03 1.277711e-04 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.227147 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 2.284460e-04 0.000000e+00 energy 1.799459e+01 1.430797e-04 1.799459e-01 displacement 1.182662e+02 2.654251e-03 1.278906e-04 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.173671 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 3.153162e-04 0.000000e+00 energy 1.799459e+01 5.140614e-05 1.799459e-01 displacement 1.182662e+02 1.564367e-03 1.281864e-04 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 3.930742e-04 0.000000e+00 energy 1.799459e+01 2.875341e-05 1.799459e-01 displacement 1.182662e+02 3.495137e-03 1.285053e-04 10 Nonlinear solution status: time= 1.82 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.603052 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 2.266096e-04 0.000000e+00 energy 1.799459e+01 1.225639e-05 1.799459e-01 displacement 1.182662e+02 5.069154e-04 1.284226e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287767 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 1.544605e-06 0.000000e+00 energy 1.799459e+01 2.261879e-06 1.799459e-01 displacement 1.182662e+02 2.292161e-03 1.280769e-04 12 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.021064e+02 1.488132e-06 0.000000e+00 energy 1.799459e+01 1.056356e-06 1.799459e-01 displacement 1.182662e+02 3.209265e-05 1.280997e-04 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287767 1 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 3.275567e-02 0.000000e+00 energy 1.816725e+01 6.081691e-02 1.816725e-01 displacement 1.191070e+02 1.191070e+02 1.191070e-04 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.457108 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 1.986768e-01 0.000000e+00 energy 1.816725e+01 7.496735e-02 1.816725e-01 displacement 1.191070e+02 6.979958e+00 1.514197e-04 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 4.615419e-02 0.000000e+00 energy 1.816725e+01 6.467404e-03 1.816725e-01 displacement 1.191070e+02 3.702717e+00 1.487905e-04 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 5.211577e-02 0.000000e+00 energy 1.816725e+01 3.429406e-04 1.816725e-01 displacement 1.191070e+02 4.436664e+00 1.351882e-04 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.569553 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 9.848885e-03 0.000000e+00 energy 1.816725e+01 1.239606e-03 1.816725e-01 displacement 1.191070e+02 1.333616e-01 1.348970e-04 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.461709 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 2.724034e-03 0.000000e+00 energy 1.816725e+01 3.540980e-04 1.816725e-01 displacement 1.191070e+02 4.757422e-02 1.338670e-04 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.278879 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 1.579126e-03 0.000000e+00 energy 1.816725e+01 2.320560e-04 1.816725e-01 displacement 1.191070e+02 3.310496e-02 1.337445e-04 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.414186 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 5.443006e-03 0.000000e+00 energy 1.816725e+01 7.830880e-04 1.816725e-01 displacement 1.191070e+02 1.324762e-01 1.349251e-04 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 7.334319e-04 0.000000e+00 energy 1.816725e+01 1.146293e-04 1.816725e-01 displacement 1.191070e+02 1.586027e-02 1.339800e-04 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.455874 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 2.832581e-04 0.000000e+00 energy 1.816725e+01 3.315091e-05 1.816725e-01 displacement 1.191070e+02 9.017488e-03 1.325874e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287785 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.074574 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 2.037336e-04 0.000000e+00 energy 1.816725e+01 2.922204e-05 1.816725e-01 displacement 1.191070e+02 5.125104e-04 1.323280e-04 12 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.382660 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 1.676045e-04 0.000000e+00 energy 1.816725e+01 7.143612e-05 1.816725e-01 displacement 1.191070e+02 6.425945e-04 1.321745e-04 13 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.571040 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 3.535337e-05 0.000000e+00 energy 1.816725e+01 2.315393e-05 1.816725e-01 displacement 1.191070e+02 5.056800e-04 1.320897e-04 14 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.358981 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 5.625382e-05 0.000000e+00 energy 1.816725e+01 3.478091e-05 1.816725e-01 displacement 1.191070e+02 4.114872e-04 1.321711e-04 15 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 8.840611e-06 0.000000e+00 energy 1.816725e+01 2.228452e-06 1.816725e-01 displacement 1.191070e+02 5.616993e-04 1.320429e-04 16 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.464738 convergence norms : INITIAL CURRENT REQUIRED residual 1.026788e+02 8.028473e-06 0.000000e+00 energy 1.816725e+01 3.808327e-06 1.816725e-01 displacement 1.191070e+02 6.026062e-05 1.320786e-04 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287785 1 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 2.094867e-02 0.000000e+00 energy 1.819957e+01 5.178571e-02 1.819957e-01 displacement 1.219813e+02 1.219813e+02 1.219813e-04 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599130 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 4.323023e-02 0.000000e+00 energy 1.819957e+01 2.347570e-02 1.819957e-01 displacement 1.219813e+02 1.743019e+00 1.391142e-04 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 1.000431e+02 4.601173e-03 0.000000e+00 energy 1.819957e+01 3.720688e-03 1.819957e-01 displacement 1.219813e+02 1.538444e+00 1.354293e-04 4 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 8.222519e-03 0.000000e+00 energy 1.819957e+01 4.082973e-03 1.819957e-01 displacement 1.219813e+02 4.295256e+00 1.301536e-04 5 Nonlinear solution status: time= 1.84 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.455384 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 3.509891e-03 0.000000e+00 energy 1.819957e+01 9.335105e-04 1.819957e-01 displacement 1.219813e+02 3.897600e-02 1.314977e-04 6 Nonlinear solution status: time= 1.84 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 2.495413e-03 0.000000e+00 energy 1.819957e+01 2.101450e-03 1.819957e-01 displacement 1.219813e+02 2.563578e-01 1.342475e-04 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 5.409101e-04 0.000000e+00 energy 1.819957e+01 6.884698e-04 1.819957e-01 displacement 1.219813e+02 1.423869e-01 1.336579e-04 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.249532 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 1.778635e-04 0.000000e+00 energy 1.819957e+01 4.334736e-05 1.819957e-01 displacement 1.219813e+02 2.755551e-02 1.333934e-04 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 2.941805e-04 0.000000e+00 energy 1.819957e+01 9.732055e-05 1.819957e-01 displacement 1.219813e+02 1.606012e-02 1.332249e-04 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 2.242674e-04 0.000000e+00 energy 1.819957e+01 7.315344e-05 1.819957e-01 displacement 1.219813e+02 1.437011e-03 1.331528e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287857 11 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 1.873098e-05 0.000000e+00 energy 1.819957e+01 8.903732e-06 1.819957e-01 displacement 1.219813e+02 1.075161e-03 1.333154e-04 12 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.634238 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 9.808404e-06 0.000000e+00 energy 1.819957e+01 6.310890e-06 1.819957e-01 displacement 1.219813e+02 5.559020e-04 1.336227e-04 13 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.000431e+02 6.497446e-07 0.000000e+00 energy 1.819957e+01 5.333558e-07 1.819957e-01 displacement 1.219813e+02 5.341290e-05 1.335405e-04 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35287857 1 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 9.323271e-03 0.000000e+00 energy 1.858537e+01 1.851181e-02 1.858537e-01 displacement 1.253148e+02 1.253148e+02 1.253148e-04 2 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.630965 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 7.934685e-03 0.000000e+00 energy 1.858537e+01 6.115916e-03 1.858537e-01 displacement 1.253148e+02 6.300370e-01 1.329593e-04 3 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 1.812735e-03 0.000000e+00 energy 1.858537e+01 1.280564e-03 1.858537e-01 displacement 1.253148e+02 8.930231e-01 1.329710e-04 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.564287 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 1.389865e-03 0.000000e+00 energy 1.858537e+01 8.009096e-04 1.858537e-01 displacement 1.253148e+02 1.064730e+00 1.323590e-04 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.314532 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 6.444390e-04 0.000000e+00 energy 1.858537e+01 1.918593e-04 1.858537e-01 displacement 1.253148e+02 1.024820e-01 1.328559e-04 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.240861 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 3.593500e-04 0.000000e+00 energy 1.858537e+01 6.483109e-05 1.858537e-01 displacement 1.253148e+02 4.719263e-02 1.334841e-04 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 1.455592e-04 0.000000e+00 energy 1.858537e+01 8.139113e-05 1.858537e-01 displacement 1.253148e+02 5.469646e-02 1.345165e-04 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 1.312222e-04 0.000000e+00 energy 1.858537e+01 6.101036e-05 1.858537e-01 displacement 1.253148e+02 1.221447e-02 1.354862e-04 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 2.441511e-05 0.000000e+00 energy 1.858537e+01 2.081955e-05 1.858537e-01 displacement 1.253148e+02 1.035447e-03 1.355415e-04 10 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 2.720890e-05 0.000000e+00 energy 1.858537e+01 1.683730e-05 1.858537e-01 displacement 1.253148e+02 5.298125e-04 1.356009e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288019 11 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 2.161646e-07 0.000000e+00 energy 1.858537e+01 1.926460e-07 1.858537e-01 displacement 1.253148e+02 5.622831e-04 1.356529e-04 12 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 5.437673e-08 0.000000e+00 energy 1.858537e+01 5.283579e-08 1.858537e-01 displacement 1.253148e+02 1.667877e-04 1.357327e-04 13 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 2.552052e-08 0.000000e+00 energy 1.858537e+01 2.549994e-08 1.858537e-01 displacement 1.253148e+02 2.374484e-04 1.358327e-04 14 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.023862e+02 4.126965e-09 0.000000e+00 energy 1.858537e+01 6.043274e-09 1.858537e-01 displacement 1.253148e+02 4.642516e-07 1.358369e-04 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288019 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 1.043072e+02 9.144781e-03 0.000000e+00 energy 1.887788e+01 9.978716e-04 1.887788e-01 displacement 1.276909e+02 1.276909e+02 1.276909e-04 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 1.043072e+02 2.389119e-03 0.000000e+00 energy 1.887788e+01 1.398518e-04 1.887788e-01 displacement 1.276909e+02 5.397600e-01 1.298901e-04 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 1.043072e+02 1.463217e-03 0.000000e+00 energy 1.887788e+01 2.777738e-04 1.887788e-01 displacement 1.276909e+02 1.009410e+00 1.283956e-04 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 6.861271e-04 0.000000e+00 energy 1.887788e+01 2.079899e-04 1.887788e-01 displacement 1.276909e+02 6.521955e-01 1.296880e-04 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 1.397841e-03 0.000000e+00 energy 1.887788e+01 4.207063e-04 1.887788e-01 displacement 1.276909e+02 2.692496e-01 1.319140e-04 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 1.663456e-04 0.000000e+00 energy 1.887788e+01 4.182410e-05 1.887788e-01 displacement 1.276909e+02 8.348532e-02 1.317487e-04 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 1.070837e-04 0.000000e+00 energy 1.887788e+01 1.302332e-05 1.887788e-01 displacement 1.276909e+02 1.512240e-02 1.324359e-04 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 3.313077e-05 0.000000e+00 energy 1.887788e+01 2.311373e-05 1.887788e-01 displacement 1.276909e+02 1.006726e-02 1.327448e-04 9 Nonlinear solution status: time= 1.86 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 7.262731e-06 0.000000e+00 energy 1.887788e+01 4.643311e-06 1.887788e-01 displacement 1.276909e+02 3.799197e-04 1.325471e-04 10 Nonlinear solution status: time= 1.86 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 2.814452e-06 0.000000e+00 energy 1.887788e+01 1.694966e-06 1.887788e-01 displacement 1.276909e+02 2.241732e-04 1.327056e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288037 11 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043072e+02 4.618890e-08 0.000000e+00 energy 1.887788e+01 8.054613e-08 1.887788e-01 displacement 1.276909e+02 1.287911e-04 1.327367e-04 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288037 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 1.065054e+02 1.319483e-02 0.000000e+00 energy 1.919106e+01 6.606749e-04 1.919106e-01 displacement 1.284809e+02 1.284809e+02 1.284809e-04 2 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065054e+02 4.076247e-03 0.000000e+00 energy 1.919106e+01 2.032814e-04 1.919106e-01 displacement 1.284809e+02 4.698515e+00 1.333724e-04 3 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065054e+02 4.232531e-03 0.000000e+00 energy 1.919106e+01 1.501673e-03 1.919106e-01 displacement 1.284809e+02 7.171696e-01 1.337419e-04 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 1.065054e+02 6.425638e-04 0.000000e+00 energy 1.919106e+01 1.529012e-04 1.919106e-01 displacement 1.284809e+02 3.271764e-01 1.359710e-04 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 1.065054e+02 6.054339e-04 0.000000e+00 energy 1.919106e+01 2.139384e-04 1.919106e-01 displacement 1.284809e+02 2.328062e-01 1.405400e-04 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 1.065054e+02 3.255878e-04 0.000000e+00 energy 1.919106e+01 1.148598e-04 1.919106e-01 displacement 1.284809e+02 2.381222e-01 1.437472e-04 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 1.065054e+02 4.582425e-04 0.000000e+00 energy 1.919106e+01 1.779925e-04 1.919106e-01 displacement 1.284809e+02 3.677606e-01 1.484151e-04 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 1.065054e+02 1.795380e-04 0.000000e+00 energy 1.919106e+01 1.000196e-04 1.919106e-01 displacement 1.284809e+02 1.097394e-02 1.490394e-04 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 1.065054e+02 7.127249e-05 0.000000e+00 energy 1.919106e+01 6.478600e-05 1.919106e-01 displacement 1.284809e+02 7.633713e-02 1.469277e-04 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 1.065054e+02 1.679690e-05 0.000000e+00 energy 1.919106e+01 1.925997e-07 1.919106e-01 displacement 1.284809e+02 3.945065e-03 1.471498e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288055 11 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.437484 convergence norms : INITIAL CURRENT REQUIRED residual 1.065054e+02 6.925328e-06 0.000000e+00 energy 1.919106e+01 2.533520e-06 1.919106e-01 displacement 1.284809e+02 2.312411e-04 1.471251e-04 12 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065054e+02 2.958992e-06 0.000000e+00 energy 1.919106e+01 1.407802e-06 1.919106e-01 displacement 1.284809e+02 4.497225e-04 1.472478e-04 13 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065054e+02 2.919803e-07 0.000000e+00 energy 1.919106e+01 2.915361e-07 1.919106e-01 displacement 1.284809e+02 1.028763e-04 1.473202e-04 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288055 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 1.092782e+02 1.311220e-02 0.000000e+00 energy 1.964009e+01 3.305173e-03 1.964009e-01 displacement 1.307923e+02 1.307923e+02 1.307923e-04 2 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 4.059088e-03 0.000000e+00 energy 1.964009e+01 1.191375e-03 1.964009e-01 displacement 1.307923e+02 2.777945e+00 1.353851e-04 3 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 4.668353e-03 0.000000e+00 energy 1.964009e+01 4.181270e-04 1.964009e-01 displacement 1.307923e+02 6.811685e+00 1.439839e-04 4 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 1.308197e-03 0.000000e+00 energy 1.964009e+01 4.739877e-04 1.964009e-01 displacement 1.307923e+02 3.319619e-01 1.476693e-04 5 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 5.882411e-03 0.000000e+00 energy 1.964009e+01 1.038814e-03 1.964009e-01 displacement 1.307923e+02 2.330810e-01 1.512488e-04 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 9.150749e-04 0.000000e+00 energy 1.964009e+01 2.082556e-04 1.964009e-01 displacement 1.307923e+02 2.129062e-01 1.560733e-04 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.505853 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 1.049557e-03 0.000000e+00 energy 1.964009e+01 8.736514e-05 1.964009e-01 displacement 1.307923e+02 6.406945e-02 1.575633e-04 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.465824 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 1.778564e-03 0.000000e+00 energy 1.964009e+01 2.160714e-04 1.964009e-01 displacement 1.307923e+02 1.094679e-01 1.608518e-04 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 1.649291e-04 0.000000e+00 energy 1.964009e+01 2.922130e-05 1.964009e-01 displacement 1.307923e+02 1.385267e-02 1.616526e-04 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 2.194318e-04 0.000000e+00 energy 1.964009e+01 4.948068e-05 1.964009e-01 displacement 1.307923e+02 4.217585e-03 1.608709e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288073 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.624959 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 5.402752e-05 0.000000e+00 energy 1.964009e+01 6.774889e-06 1.964009e-01 displacement 1.307923e+02 4.243904e-03 1.604992e-04 12 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.629375 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 2.551829e-05 0.000000e+00 energy 1.964009e+01 1.403012e-05 1.964009e-01 displacement 1.307923e+02 3.846427e-03 1.606569e-04 13 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 1.085581e-05 0.000000e+00 energy 1.964009e+01 5.184163e-06 1.964009e-01 displacement 1.307923e+02 1.060255e-03 1.604687e-04 14 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 2.230285e-06 0.000000e+00 energy 1.964009e+01 8.339881e-07 1.964009e-01 displacement 1.307923e+02 5.733281e-04 1.601870e-04 15 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.092782e+02 3.615752e-07 0.000000e+00 energy 1.964009e+01 7.945288e-08 1.964009e-01 displacement 1.307923e+02 1.572970e-05 1.601714e-04 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288073 1 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 8.598642e-03 0.000000e+00 energy 2.027383e+01 3.262763e-03 2.027383e-01 displacement 1.318558e+02 1.318558e+02 1.318558e-04 2 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 2.077481e-03 0.000000e+00 energy 2.027383e+01 7.596787e-04 2.027383e-01 displacement 1.318558e+02 1.158882e+00 1.343757e-04 3 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 7.151360e-04 0.000000e+00 energy 2.027383e+01 3.139868e-04 2.027383e-01 displacement 1.318558e+02 7.904314e-01 1.317063e-04 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 1.154645e+02 2.938564e-04 0.000000e+00 energy 2.027383e+01 3.052827e-04 2.027383e-01 displacement 1.318558e+02 1.399295e-01 1.302548e-04 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 1.231741e-04 0.000000e+00 energy 2.027383e+01 8.621425e-05 2.027383e-01 displacement 1.318558e+02 1.067828e-02 1.305328e-04 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 4.769082e-05 0.000000e+00 energy 2.027383e+01 2.627377e-06 2.027383e-01 displacement 1.318558e+02 2.686607e-03 1.307423e-04 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.487803 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 2.392880e-05 0.000000e+00 energy 2.027383e+01 1.013336e-05 2.027383e-01 displacement 1.318558e+02 1.258515e-03 1.307159e-04 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 5.312032e-06 0.000000e+00 energy 2.027383e+01 3.579549e-06 2.027383e-01 displacement 1.318558e+02 1.608974e-04 1.306559e-04 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.154645e+02 3.047755e-06 0.000000e+00 energy 2.027383e+01 1.225232e-06 2.027383e-01 displacement 1.318558e+02 7.716549e-05 1.305308e-04 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288073 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 1.164483e+02 7.897315e-03 0.000000e+00 energy 2.038104e+01 3.993943e-03 2.038104e-01 displacement 1.332779e+02 1.332779e+02 1.332779e-04 2 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164483e+02 2.276786e-03 0.000000e+00 energy 2.038104e+01 4.061779e-04 2.038104e-01 displacement 1.332779e+02 3.140653e+00 1.336920e-04 3 Nonlinear solution status: time= 1.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164483e+02 2.154111e-03 0.000000e+00 energy 2.038104e+01 6.143894e-04 2.038104e-01 displacement 1.332779e+02 3.541880e+00 1.374672e-04 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 1.164483e+02 2.145688e-04 0.000000e+00 energy 2.038104e+01 6.096372e-05 2.038104e-01 displacement 1.332779e+02 1.219326e-01 1.385849e-04 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 1.164483e+02 2.498923e-04 0.000000e+00 energy 2.038104e+01 1.143768e-04 2.038104e-01 displacement 1.332779e+02 8.962641e-02 1.405740e-04 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 1.164483e+02 3.777498e-05 0.000000e+00 energy 2.038104e+01 1.488992e-05 2.038104e-01 displacement 1.332779e+02 8.130336e-02 1.427598e-04 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.624208 convergence norms : INITIAL CURRENT REQUIRED residual 1.164483e+02 2.436734e-05 0.000000e+00 energy 2.038104e+01 5.471615e-06 2.038104e-01 displacement 1.332779e+02 3.847384e-02 1.442020e-04 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164483e+02 9.477166e-06 0.000000e+00 energy 2.038104e+01 5.036471e-08 2.038104e-01 displacement 1.332779e+02 9.907245e-03 1.449317e-04 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164483e+02 2.561676e-06 0.000000e+00 energy 2.038104e+01 6.313425e-07 2.038104e-01 displacement 1.332779e+02 2.833977e-03 1.453684e-04 10 Nonlinear solution status: time= 1.9 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.164483e+02 4.891450e-07 0.000000e+00 energy 2.038104e+01 5.815653e-08 2.038104e-01 displacement 1.332779e+02 1.102131e-04 1.453781e-04 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288127 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 1.190629e+02 1.254879e-02 0.000000e+00 energy 2.063013e+01 1.215973e-02 2.063013e-01 displacement 1.333452e+02 1.333452e+02 1.333452e-04 2 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 3.872471e-03 0.000000e+00 energy 2.063013e+01 9.925797e-04 2.063013e-01 displacement 1.333452e+02 2.189271e+00 1.352469e-04 3 Nonlinear solution status: time= 1.91 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 1.820100e-03 0.000000e+00 energy 2.063013e+01 6.888437e-04 2.063013e-01 displacement 1.333452e+02 2.778917e+00 1.371451e-04 4 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.626993 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 5.587007e-04 0.000000e+00 energy 2.063013e+01 1.119620e-04 2.063013e-01 displacement 1.333452e+02 1.137367e+00 1.406204e-04 5 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.621635 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 4.039961e-04 0.000000e+00 energy 2.063013e+01 4.653945e-05 2.063013e-01 displacement 1.333452e+02 4.180160e-01 1.443490e-04 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 4.175529e-04 0.000000e+00 energy 2.063013e+01 1.243530e-04 2.063013e-01 displacement 1.333452e+02 6.305288e-01 1.509425e-04 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 1.395087e-04 0.000000e+00 energy 2.063013e+01 4.879992e-06 2.063013e-01 displacement 1.333452e+02 6.988270e-02 1.537092e-04 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 1.488830e-04 0.000000e+00 energy 2.063013e+01 5.408031e-05 2.063013e-01 displacement 1.333452e+02 9.273663e-02 1.568147e-04 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 2.488375e-05 0.000000e+00 energy 2.063013e+01 2.407286e-06 2.063013e-01 displacement 1.333452e+02 1.688215e-03 1.566494e-04 10 Nonlinear solution status: time= 1.91 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.622433 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 6.242890e-06 0.000000e+00 energy 2.063013e+01 2.547014e-06 2.063013e-01 displacement 1.333452e+02 2.309551e-03 1.561920e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288127 11 Nonlinear solution status: time= 1.91 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 2.401605e-07 0.000000e+00 energy 2.063013e+01 1.042564e-07 2.063013e-01 displacement 1.333452e+02 3.406369e-04 1.562907e-04 12 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190629e+02 1.363946e-07 0.000000e+00 energy 2.063013e+01 4.932350e-08 2.063013e-01 displacement 1.333452e+02 9.749314e-05 1.562066e-04 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288127 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 1.217935e+02 1.028187e-02 0.000000e+00 energy 2.080674e+01 1.675847e-02 2.080674e-01 displacement 1.345846e+02 1.345846e+02 1.345846e-04 2 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 6.305502e-03 0.000000e+00 energy 2.080674e+01 3.451948e-03 2.080674e-01 displacement 1.345846e+02 3.171899e+00 1.394594e-04 3 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 2.463234e-03 0.000000e+00 energy 2.080674e+01 1.477888e-03 2.080674e-01 displacement 1.345846e+02 1.666070e+00 1.379011e-04 4 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.462715 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 1.570089e-03 0.000000e+00 energy 2.080674e+01 4.307910e-04 2.080674e-01 displacement 1.345846e+02 1.682327e+00 1.401044e-04 5 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.409414 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 1.974909e-03 0.000000e+00 energy 2.080674e+01 3.481396e-04 2.080674e-01 displacement 1.345846e+02 8.207140e-01 1.445306e-04 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 1.080619e-03 0.000000e+00 energy 2.080674e+01 2.729542e-05 2.080674e-01 displacement 1.345846e+02 2.269845e+00 1.576749e-04 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 1.939818e-03 0.000000e+00 energy 2.080674e+01 2.996220e-04 2.080674e-01 displacement 1.345846e+02 1.933638e+00 1.756984e-04 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 3.125351e-04 0.000000e+00 energy 2.080674e+01 7.271696e-05 2.080674e-01 displacement 1.345846e+02 7.539305e-02 1.794211e-04 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.570993 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 1.744485e-04 0.000000e+00 energy 2.080674e+01 3.279325e-05 2.080674e-01 displacement 1.345846e+02 5.620957e-03 1.781751e-04 10 Nonlinear solution status: time= 1.92 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 3.906302e-05 0.000000e+00 energy 2.080674e+01 1.106479e-05 2.080674e-01 displacement 1.345846e+02 8.578026e-03 1.790206e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288145 11 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 7.726155e-06 0.000000e+00 energy 2.080674e+01 5.831704e-06 2.080674e-01 displacement 1.345846e+02 1.038927e-03 1.795839e-04 12 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 5.050999e-06 0.000000e+00 energy 2.080674e+01 3.656042e-06 2.080674e-01 displacement 1.345846e+02 2.134272e-04 1.798486e-04 13 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.217935e+02 9.289853e-07 0.000000e+00 energy 2.080674e+01 3.750596e-08 2.080674e-01 displacement 1.345846e+02 1.074610e-04 1.798115e-04 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288145 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 1.223331e+02 1.022843e-02 0.000000e+00 energy 2.098559e+01 1.157545e-02 2.098559e-01 displacement 1.366558e+02 1.366558e+02 1.366558e-04 2 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 1.942376e-03 0.000000e+00 energy 2.098559e+01 6.032194e-05 2.098559e-01 displacement 1.366558e+02 2.286304e+00 1.357706e-04 3 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 1.076430e-03 0.000000e+00 energy 2.098559e+01 6.829404e-05 2.098559e-01 displacement 1.366558e+02 1.614184e+00 1.343467e-04 4 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 3.255774e-04 0.000000e+00 energy 2.098559e+01 3.004222e-05 2.098559e-01 displacement 1.366558e+02 5.135267e-01 1.356462e-04 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 1.223331e+02 3.804389e-04 0.000000e+00 energy 2.098559e+01 1.742212e-04 2.098559e-01 displacement 1.366558e+02 1.527392e-01 1.375946e-04 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 1.223331e+02 5.065045e-05 0.000000e+00 energy 2.098559e+01 2.048906e-05 2.098559e-01 displacement 1.366558e+02 2.064321e-02 1.374047e-04 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.520848 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 2.638419e-05 0.000000e+00 energy 2.098559e+01 2.932024e-06 2.098559e-01 displacement 1.366558e+02 6.438980e-04 1.373161e-04 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 1.452038e-05 0.000000e+00 energy 2.098559e+01 3.675470e-06 2.098559e-01 displacement 1.366558e+02 3.222386e-03 1.374262e-04 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 3.997298e-06 0.000000e+00 energy 2.098559e+01 1.450484e-06 2.098559e-01 displacement 1.366558e+02 2.741965e-04 1.373998e-04 10 Nonlinear solution status: time= 1.93 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 4.421442e-07 0.000000e+00 energy 2.098559e+01 1.147252e-07 2.098559e-01 displacement 1.366558e+02 5.176606e-04 1.372917e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288163 11 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.223331e+02 1.160407e-08 0.000000e+00 energy 2.098559e+01 1.104554e-08 2.098559e-01 displacement 1.366558e+02 7.226579e-06 1.372814e-04 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288163 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 1.234759e+02 8.405204e-03 0.000000e+00 energy 2.117148e+01 3.376901e-03 2.117148e-01 displacement 1.374417e+02 1.374417e+02 1.374417e-04 2 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.234759e+02 2.576752e-03 0.000000e+00 energy 2.117148e+01 6.989947e-05 2.117148e-01 displacement 1.374417e+02 1.920910e+00 1.345536e-04 3 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.234759e+02 2.337161e-03 0.000000e+00 energy 2.117148e+01 2.006384e-04 2.117148e-01 displacement 1.374417e+02 3.404680e+00 1.330281e-04 4 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.234759e+02 8.910980e-04 0.000000e+00 energy 2.117148e+01 7.948510e-05 2.117148e-01 displacement 1.374417e+02 1.107662e+00 1.360785e-04 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.234759e+02 6.983570e-04 0.000000e+00 energy 2.117148e+01 2.925294e-04 2.117148e-01 displacement 1.374417e+02 2.495766e-01 1.392885e-04 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 1.234759e+02 7.586209e-05 0.000000e+00 energy 2.117148e+01 2.015265e-05 2.117148e-01 displacement 1.374417e+02 1.062832e-01 1.383613e-04 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 1.234759e+02 5.729974e-05 0.000000e+00 energy 2.117148e+01 1.859603e-05 2.117148e-01 displacement 1.374417e+02 1.716102e-03 1.386852e-04 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 1.234759e+02 5.788128e-06 0.000000e+00 energy 2.117148e+01 2.515856e-07 2.117148e-01 displacement 1.374417e+02 3.444418e-03 1.387545e-04 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 1.234759e+02 2.461893e-06 0.000000e+00 energy 2.117148e+01 1.260505e-07 2.117148e-01 displacement 1.374417e+02 4.388337e-04 1.386348e-04 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 1.234759e+02 9.977268e-07 0.000000e+00 energy 2.117148e+01 1.865127e-07 2.117148e-01 displacement 1.374417e+02 6.625278e-05 1.385927e-04 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288163 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 1.248384e+02 9.995408e-03 0.000000e+00 energy 2.126887e+01 1.616457e-03 2.126887e-01 displacement 1.389185e+02 1.389185e+02 1.389185e-04 2 Nonlinear solution status: time= 1.95 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 5.242646e-03 0.000000e+00 energy 2.126887e+01 1.966908e-03 2.126887e-01 displacement 1.389185e+02 2.724300e-01 1.407531e-04 3 Nonlinear solution status: time= 1.95 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 1.643867e-03 0.000000e+00 energy 2.126887e+01 8.829500e-04 2.126887e-01 displacement 1.389185e+02 1.834063e+00 1.330710e-04 4 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.398912 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 1.269805e-03 0.000000e+00 energy 2.126887e+01 3.280962e-04 2.126887e-01 displacement 1.389185e+02 5.960923e-01 1.306999e-04 5 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 4.579093e-04 0.000000e+00 energy 2.126887e+01 1.076131e-04 2.126887e-01 displacement 1.389185e+02 1.810186e-01 1.307075e-04 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 3.286201e-04 0.000000e+00 energy 2.126887e+01 1.417523e-04 2.126887e-01 displacement 1.389185e+02 8.053227e-02 1.319572e-04 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 3.267225e-05 0.000000e+00 energy 2.126887e+01 1.532483e-05 2.126887e-01 displacement 1.389185e+02 3.726578e-02 1.323530e-04 8 Nonlinear solution status: time= 1.95 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 1.018169e-05 0.000000e+00 energy 2.126887e+01 2.184998e-06 2.126887e-01 displacement 1.389185e+02 8.876322e-03 1.325239e-04 9 Nonlinear solution status: time= 1.95 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 1.154234e-05 0.000000e+00 energy 2.126887e+01 3.397565e-06 2.126887e-01 displacement 1.389185e+02 4.200748e-03 1.326806e-04 10 Nonlinear solution status: time= 1.95 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 2.775071e-06 0.000000e+00 energy 2.126887e+01 4.895382e-07 2.126887e-01 displacement 1.389185e+02 4.431380e-04 1.326890e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288217 11 Nonlinear solution status: time= 1.95 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.248384e+02 4.912784e-08 0.000000e+00 energy 2.126887e+01 5.886241e-08 2.126887e-01 displacement 1.389185e+02 3.056908e-05 1.327090e-04 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288217 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 1.300802e+02 8.208110e-03 0.000000e+00 energy 2.174089e+01 1.260217e-02 2.174089e-01 displacement 1.423925e+02 1.423925e+02 1.423925e-04 2 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 2.063560e-03 0.000000e+00 energy 2.174089e+01 1.313828e-03 2.174089e-01 displacement 1.423925e+02 2.758215e+00 1.347466e-04 3 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 7.570722e-04 0.000000e+00 energy 2.174089e+01 5.104151e-05 2.174089e-01 displacement 1.423925e+02 3.625911e+00 1.324317e-04 4 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 1.157810e-03 0.000000e+00 energy 2.174089e+01 1.694509e-04 2.174089e-01 displacement 1.423925e+02 8.948880e-01 1.350192e-04 5 Nonlinear solution status: time= 1.96 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 3.314245e-04 0.000000e+00 energy 2.174089e+01 1.815547e-05 2.174089e-01 displacement 1.423925e+02 2.416299e-01 1.381207e-04 6 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.556521 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 1.141323e-04 0.000000e+00 energy 2.174089e+01 2.776924e-05 2.174089e-01 displacement 1.423925e+02 9.055931e-03 1.384629e-04 7 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.572239 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 1.716594e-04 0.000000e+00 energy 2.174089e+01 3.498588e-05 2.174089e-01 displacement 1.423925e+02 3.598542e-03 1.389007e-04 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 3.091094e-05 0.000000e+00 energy 2.174089e+01 2.650335e-06 2.174089e-01 displacement 1.423925e+02 7.800713e-03 1.386854e-04 9 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 6.450465e-06 0.000000e+00 energy 2.174089e+01 1.737804e-06 2.174089e-01 displacement 1.423925e+02 7.338387e-04 1.383850e-04 10 Nonlinear solution status: time= 1.96 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 2.747330e-06 0.000000e+00 energy 2.174089e+01 6.332613e-08 2.174089e-01 displacement 1.423925e+02 3.484417e-04 1.383570e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288145 11 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 5.938396e-07 0.000000e+00 energy 2.174089e+01 1.654060e-07 2.174089e-01 displacement 1.423925e+02 5.907770e-04 1.383447e-04 12 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 4.011652e-07 0.000000e+00 energy 2.174089e+01 4.351357e-08 2.174089e-01 displacement 1.423925e+02 5.062047e-04 1.382519e-04 13 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 7.217319e-08 0.000000e+00 energy 2.174089e+01 6.704787e-08 2.174089e-01 displacement 1.423925e+02 1.565485e-04 1.381707e-04 14 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300802e+02 4.808121e-08 0.000000e+00 energy 2.174089e+01 3.455204e-08 2.174089e-01 displacement 1.423925e+02 1.922818e-05 1.381332e-04 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288145 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 1.361775e+02 1.029733e-02 0.000000e+00 energy 2.207486e+01 8.949375e-03 2.207486e-01 displacement 1.425167e+02 1.425167e+02 1.425167e-04 2 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 2.427860e-03 0.000000e+00 energy 2.207486e+01 1.410236e-03 2.207486e-01 displacement 1.425167e+02 1.552635e+00 1.370155e-04 3 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 2.607206e-03 0.000000e+00 energy 2.207486e+01 9.403968e-04 2.207486e-01 displacement 1.425167e+02 4.165447e+00 1.322946e-04 4 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 4.825898e-04 0.000000e+00 energy 2.207486e+01 1.026277e-04 2.207486e-01 displacement 1.425167e+02 3.763049e-01 1.337969e-04 5 Nonlinear solution status: time= 1.97 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 2.044418e-04 0.000000e+00 energy 2.207486e+01 1.656025e-05 2.207486e-01 displacement 1.425167e+02 1.039752e-01 1.357821e-04 6 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 1.743341e-04 0.000000e+00 energy 2.207486e+01 6.261584e-05 2.207486e-01 displacement 1.425167e+02 2.352674e-02 1.368904e-04 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 3.149569e-05 0.000000e+00 energy 2.207486e+01 1.135713e-05 2.207486e-01 displacement 1.425167e+02 1.961032e-02 1.371245e-04 8 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 1.371951e-05 0.000000e+00 energy 2.207486e+01 7.464779e-06 2.207486e-01 displacement 1.425167e+02 1.043373e-03 1.369032e-04 9 Nonlinear solution status: time= 1.97 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 3.303580e-06 0.000000e+00 energy 2.207486e+01 5.632499e-07 2.207486e-01 displacement 1.425167e+02 1.768681e-03 1.370721e-04 10 Nonlinear solution status: time= 1.97 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 2.229409e-06 0.000000e+00 energy 2.207486e+01 8.685200e-07 2.207486e-01 displacement 1.425167e+02 1.737986e-04 1.371691e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288145 11 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.361775e+02 3.587201e-08 0.000000e+00 energy 2.207486e+01 4.562029e-09 2.207486e-01 displacement 1.425167e+02 1.280552e-05 1.371296e-04 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288145 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 1.414897e+02 1.229726e-02 0.000000e+00 energy 2.248444e+01 7.957645e-03 2.248444e-01 displacement 1.456206e+02 1.456206e+02 1.456206e-04 2 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 3.781744e-03 0.000000e+00 energy 2.248444e+01 4.743585e-04 2.248444e-01 displacement 1.456206e+02 1.613785e+00 1.386447e-04 3 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 1.684939e-03 0.000000e+00 energy 2.248444e+01 3.067928e-04 2.248444e-01 displacement 1.456206e+02 3.176805e+00 1.328399e-04 4 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 7.170446e-04 0.000000e+00 energy 2.248444e+01 6.485597e-05 2.248444e-01 displacement 1.456206e+02 1.066559e+00 1.324839e-04 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 4.032582e-04 0.000000e+00 energy 2.248444e+01 2.148052e-05 2.248444e-01 displacement 1.456206e+02 3.904348e-01 1.351046e-04 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 1.254730e-04 0.000000e+00 energy 2.248444e+01 1.225366e-06 2.248444e-01 displacement 1.456206e+02 2.040053e-01 1.373435e-04 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 4.694327e-05 0.000000e+00 energy 2.248444e+01 1.001059e-05 2.248444e-01 displacement 1.456206e+02 1.193916e-01 1.391488e-04 8 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 2.349925e-05 0.000000e+00 energy 2.248444e+01 2.398151e-06 2.248444e-01 displacement 1.456206e+02 7.574111e-02 1.405096e-04 9 Nonlinear solution status: time= 1.98 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 1.252134e-05 0.000000e+00 energy 2.248444e+01 1.540299e-06 2.248444e-01 displacement 1.456206e+02 7.682946e-04 1.405402e-04 10 Nonlinear solution status: time= 1.98 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 2.543531e-05 0.000000e+00 energy 2.248444e+01 1.590397e-06 2.248444e-01 displacement 1.456206e+02 2.609586e-02 1.398057e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 11 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 2.286314e-06 0.000000e+00 energy 2.248444e+01 1.015961e-07 2.248444e-01 displacement 1.456206e+02 2.280847e-03 1.401530e-04 12 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 2.022142e-06 0.000000e+00 energy 2.248444e+01 5.897783e-07 2.248444e-01 displacement 1.456206e+02 1.912326e-03 1.404262e-04 13 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 4.079388e-05 0.000000e+00 energy 2.248444e+01 8.314454e-07 2.248444e-01 displacement 1.456206e+02 1.771158e-02 1.412672e-04 14 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.476677 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 5.309467e-05 0.000000e+00 energy 2.248444e+01 2.800282e-06 2.248444e-01 displacement 1.456206e+02 7.224223e-02 1.430377e-04 15 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 3.487131e-05 0.000000e+00 energy 2.248444e+01 4.447376e-06 2.248444e-01 displacement 1.456206e+02 2.262239e-04 1.430435e-04 16 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 1.824076e-05 0.000000e+00 energy 2.248444e+01 8.500808e-06 2.248444e-01 displacement 1.456206e+02 8.348694e-02 1.410144e-04 17 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 5.254929e-06 0.000000e+00 energy 2.248444e+01 1.232328e-06 2.248444e-01 displacement 1.456206e+02 9.940735e-03 1.416815e-04 18 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 1.510478e-06 0.000000e+00 energy 2.248444e+01 3.801862e-07 2.248444e-01 displacement 1.456206e+02 2.588403e-03 1.420196e-04 19 Nonlinear solution status: time= 1.98 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 2.037002e-07 0.000000e+00 energy 2.248444e+01 1.526004e-07 2.248444e-01 displacement 1.456206e+02 2.169896e-04 1.419180e-04 20 Nonlinear solution status: time= 1.98 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.414897e+02 1.905074e-08 0.000000e+00 energy 2.248444e+01 1.154865e-08 2.248444e-01 displacement 1.456206e+02 2.666526e-05 1.418824e-04 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 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 1.435871e+02 1.131911e-02 0.000000e+00 energy 2.257796e+01 9.329763e-03 2.257796e-01 displacement 1.472280e+02 1.472280e+02 1.472280e-04 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 1.435871e+02 3.400281e-03 0.000000e+00 energy 2.257796e+01 2.215513e-03 2.257796e-01 displacement 1.472280e+02 3.032434e+00 1.379101e-04 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 1.435871e+02 3.865890e-03 0.000000e+00 energy 2.257796e+01 1.138732e-03 2.257796e-01 displacement 1.472280e+02 8.776745e+00 1.314963e-04 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.615813 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 5.461002e-03 0.000000e+00 energy 2.257796e+01 1.218930e-03 2.257796e-01 displacement 1.472280e+02 3.116677e+00 1.391553e-04 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.569978e-03 0.000000e+00 energy 2.257796e+01 2.557330e-04 2.257796e-01 displacement 1.472280e+02 1.835181e-01 1.407999e-04 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 5.935226e-04 0.000000e+00 energy 2.257796e+01 1.399879e-04 2.257796e-01 displacement 1.472280e+02 1.428840e-01 1.427404e-04 7 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 5.982263e-04 0.000000e+00 energy 2.257796e+01 7.407435e-05 2.257796e-01 displacement 1.472280e+02 1.040833e+00 1.500276e-04 8 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.881792e-04 0.000000e+00 energy 2.257796e+01 6.584788e-06 2.257796e-01 displacement 1.472280e+02 4.434774e-01 1.554095e-04 9 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 2.259025e-04 0.000000e+00 energy 2.257796e+01 5.114143e-05 2.257796e-01 displacement 1.472280e+02 9.516264e-02 1.589292e-04 10 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.587850e-04 0.000000e+00 energy 2.257796e+01 2.653687e-05 2.257796e-01 displacement 1.472280e+02 5.213646e-02 1.612593e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288307 11 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 4.479256e-06 0.000000e+00 energy 2.257796e+01 6.400205e-08 2.257796e-01 displacement 1.472280e+02 1.621790e-03 1.613331e-04 12 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 2.652370e-06 0.000000e+00 energy 2.257796e+01 1.473025e-06 2.257796e-01 displacement 1.472280e+02 1.346093e-03 1.617438e-04 13 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 6.165960e-05 0.000000e+00 energy 2.257796e+01 2.334174e-06 2.257796e-01 displacement 1.472280e+02 2.576082e-02 1.636514e-04 14 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 4.296851e-05 0.000000e+00 energy 2.257796e+01 5.450356e-06 2.257796e-01 displacement 1.472280e+02 4.044015e-02 1.661417e-04 15 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.352393e-04 0.000000e+00 energy 2.257796e+01 3.068734e-05 2.257796e-01 displacement 1.472280e+02 7.025102e-01 1.773867e-04 16 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.060605 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.097139e-03 0.000000e+00 energy 2.257796e+01 3.251253e-05 2.257796e-01 displacement 1.472280e+02 1.075721e+00 1.932468e-04 17 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.024325 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.150173e-03 0.000000e+00 energy 2.257796e+01 2.382175e-06 2.257796e-01 displacement 1.472280e+02 8.936021e-01 2.095681e-04 18 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.529993 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 6.290348e-03 0.000000e+00 energy 2.257796e+01 2.129728e-05 2.257796e-01 displacement 1.472280e+02 8.182365e-01 2.267689e-04 19 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 6.447741e-03 0.000000e+00 energy 2.257796e+01 1.009923e-04 2.257796e-01 displacement 1.472280e+02 1.444832e-01 2.341870e-04 20 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.585060e-03 0.000000e+00 energy 2.257796e+01 1.752105e-04 2.257796e-01 displacement 1.472280e+02 2.846328e-01 2.232887e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288325 21 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 26 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.683539e-04 0.000000e+00 energy 2.257796e+01 4.344476e-05 2.257796e-01 displacement 1.472280e+02 1.675100e-01 2.163329e-04 22 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 8.345439e-05 0.000000e+00 energy 2.257796e+01 2.869724e-05 2.257796e-01 displacement 1.472280e+02 5.988605e-02 2.119414e-04 23 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 4.832023e-05 0.000000e+00 energy 2.257796e+01 1.092426e-05 2.257796e-01 displacement 1.472280e+02 1.540748e-01 2.049470e-04 24 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 29 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.538152e-05 0.000000e+00 energy 2.257796e+01 1.188334e-05 2.257796e-01 displacement 1.472280e+02 5.775964e-02 2.007525e-04 25 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 30 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.783083e-05 0.000000e+00 energy 2.257796e+01 5.886290e-06 2.257796e-01 displacement 1.472280e+02 1.035223e-01 1.954554e-04 26 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 31 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 7.453037e-06 0.000000e+00 energy 2.257796e+01 4.242404e-06 2.257796e-01 displacement 1.472280e+02 6.146837e-03 1.946443e-04 27 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.046922e-06 0.000000e+00 energy 2.257796e+01 7.163218e-07 2.257796e-01 displacement 1.472280e+02 4.051124e-03 1.951261e-04 28 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 33 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 2.442409e-06 0.000000e+00 energy 2.257796e+01 6.099141e-07 2.257796e-01 displacement 1.472280e+02 7.667757e-04 1.947315e-04 29 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 34 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 7.248545e-05 0.000000e+00 energy 2.257796e+01 5.201281e-06 2.257796e-01 displacement 1.472280e+02 1.256290e-01 1.894690e-04 30 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 35 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.937014e-04 0.000000e+00 energy 2.257796e+01 5.832346e-06 2.257796e-01 displacement 1.472280e+02 1.445707e-01 1.840576e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288307 31 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 7.785982e-06 0.000000e+00 energy 2.257796e+01 1.250929e-05 2.257796e-01 displacement 1.472280e+02 4.455549e-03 1.845474e-04 32 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 37 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 7.321786e-06 0.000000e+00 energy 2.257796e+01 1.038690e-06 2.257796e-01 displacement 1.472280e+02 1.427583e-03 1.850583e-04 33 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 38 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 2.292270e-05 0.000000e+00 energy 2.257796e+01 3.512474e-06 2.257796e-01 displacement 1.472280e+02 3.285987e-03 1.857902e-04 34 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 39 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.268498e-04 0.000000e+00 energy 2.257796e+01 1.540155e-06 2.257796e-01 displacement 1.472280e+02 1.614013e-01 1.909568e-04 35 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 40 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 7.144029e-04 0.000000e+00 energy 2.257796e+01 1.799430e-05 2.257796e-01 displacement 1.472280e+02 1.672628e-01 1.965300e-04 36 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 42 stiffness matrix reformations = 4 step from line search = 0.618603 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.217748e-03 0.000000e+00 energy 2.257796e+01 1.206322e-05 2.257796e-01 displacement 1.472280e+02 4.562678e-01 2.064073e-04 37 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 43 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 4.774001e-04 0.000000e+00 energy 2.257796e+01 7.158832e-05 2.257796e-01 displacement 1.472280e+02 4.969403e-02 2.095764e-04 38 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 44 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.461719e-03 0.000000e+00 energy 2.257796e+01 3.471997e-04 2.257796e-01 displacement 1.472280e+02 6.294393e-01 1.981680e-04 39 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 45 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 2.217084e-03 0.000000e+00 energy 2.257796e+01 4.473948e-04 2.257796e-01 displacement 1.472280e+02 5.701514e-01 1.881220e-04 40 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 47 stiffness matrix reformations = 4 step from line search = 0.413889 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 2.263633e-03 0.000000e+00 energy 2.257796e+01 1.759838e-04 2.257796e-01 displacement 1.472280e+02 1.835899e+00 1.730234e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288307 41 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 48 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.327819e-04 0.000000e+00 energy 2.257796e+01 1.390230e-04 2.257796e-01 displacement 1.472280e+02 3.811089e-02 1.704584e-04 42 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 49 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 5.471486e-05 0.000000e+00 energy 2.257796e+01 2.948789e-05 2.257796e-01 displacement 1.472280e+02 4.586517e-02 1.678745e-04 43 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 50 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.657594e-05 0.000000e+00 energy 2.257796e+01 8.585110e-06 2.257796e-01 displacement 1.472280e+02 3.244485e-02 1.657720e-04 44 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 51 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.376619e-05 0.000000e+00 energy 2.257796e+01 3.242213e-07 2.257796e-01 displacement 1.472280e+02 2.727316e-02 1.639581e-04 45 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 52 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 6.686138e-06 0.000000e+00 energy 2.257796e+01 2.363476e-06 2.257796e-01 displacement 1.472280e+02 2.359742e-03 1.635835e-04 46 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 53 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 6.509645e-06 0.000000e+00 energy 2.257796e+01 2.084289e-06 2.257796e-01 displacement 1.472280e+02 3.046346e-03 1.640256e-04 47 Nonlinear solution status: time= 1.99 stiffness updates = 6 right hand side evaluations = 54 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 1.366119e-05 0.000000e+00 energy 2.257796e+01 5.934091e-06 2.257796e-01 displacement 1.472280e+02 1.723392e-02 1.655920e-04 48 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 60 stiffness matrix reformations = 5 step from line search = 0.034434 convergence norms : INITIAL CURRENT REQUIRED residual 1.435871e+02 3.478047e-05 0.000000e+00 energy 2.257796e+01 5.171288e-06 2.257796e-01 displacement 1.472280e+02 1.187776e-02 1.669291e-04 49 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 221183 at gauss point 3 * * jacobian = -0.103458 * * * ************************************************************************* ------- failed to converge at time : 1.99 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.005 ===== beginning time step 90 : 1.985 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 1 Nonlinear solution status: time= 1.985 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 2.476267e-03 0.000000e+00 energy 5.645997e+00 1.543025e-03 5.645997e-02 displacement 3.673930e+01 3.673930e+01 3.673930e-05 2 Nonlinear solution status: time= 1.985 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 6.843824e-04 0.000000e+00 energy 5.645997e+00 5.948711e-04 5.645997e-02 displacement 3.673930e+01 9.546086e-01 3.392797e-05 3 Nonlinear solution status: time= 1.985 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 4.380058e-04 0.000000e+00 energy 5.645997e+00 8.258202e-05 5.645997e-02 displacement 3.673930e+01 2.804295e+00 3.388165e-05 4 Nonlinear solution status: time= 1.985 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 3.389600e-04 0.000000e+00 energy 5.645997e+00 6.024246e-05 5.645997e-02 displacement 3.673930e+01 7.939565e-01 3.666904e-05 5 Nonlinear solution status: time= 1.985 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 1.326049e-04 0.000000e+00 energy 5.645997e+00 7.192938e-05 5.645997e-02 displacement 3.673930e+01 3.477138e-01 3.954833e-05 6 Nonlinear solution status: time= 1.985 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.506808 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 1.065349e-04 0.000000e+00 energy 5.645997e+00 2.300583e-05 5.645997e-02 displacement 3.673930e+01 1.179835e-01 4.138486e-05 7 Nonlinear solution status: time= 1.985 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 5.487693e-05 0.000000e+00 energy 5.645997e+00 2.549286e-05 5.645997e-02 displacement 3.673930e+01 1.273451e-01 4.372045e-05 8 Nonlinear solution status: time= 1.985 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 1.767985e-05 0.000000e+00 energy 5.645997e+00 4.934238e-06 5.645997e-02 displacement 3.673930e+01 2.286231e-03 4.345893e-05 9 Nonlinear solution status: time= 1.985 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 1.155272e-05 0.000000e+00 energy 5.645997e+00 3.262392e-06 5.645997e-02 displacement 3.673930e+01 3.757690e-02 4.474716e-05 10 Nonlinear solution status: time= 1.985 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 5.367035e-05 0.000000e+00 energy 5.645997e+00 7.350753e-06 5.645997e-02 displacement 3.673930e+01 3.154991e-01 4.898391e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 11 Nonlinear solution status: time= 1.985 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 6.924010e-06 0.000000e+00 energy 5.645997e+00 3.884840e-06 5.645997e-02 displacement 3.673930e+01 1.835197e-03 4.884478e-05 12 Nonlinear solution status: time= 1.985 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 5.039669e-06 0.000000e+00 energy 5.645997e+00 2.623143e-06 5.645997e-02 displacement 3.673930e+01 1.660424e-03 4.875665e-05 13 Nonlinear solution status: time= 1.985 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 2.594792e-06 0.000000e+00 energy 5.645997e+00 1.171401e-06 5.645997e-02 displacement 3.673930e+01 3.483307e-03 4.872451e-05 14 Nonlinear solution status: time= 1.985 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 6.209417e-07 0.000000e+00 energy 5.645997e+00 5.349030e-07 5.645997e-02 displacement 3.673930e+01 6.717677e-04 4.885457e-05 15 Nonlinear solution status: time= 1.985 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 4.332220e-07 0.000000e+00 energy 5.645997e+00 2.913001e-07 5.645997e-02 displacement 3.673930e+01 1.704319e-03 4.915423e-05 16 Nonlinear solution status: time= 1.985 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 9.603249e-07 0.000000e+00 energy 5.645997e+00 2.467542e-07 5.645997e-02 displacement 3.673930e+01 3.611605e-03 4.962740e-05 17 Nonlinear solution status: time= 1.985 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 1.124976e-06 0.000000e+00 energy 5.645997e+00 2.636473e-07 5.645997e-02 displacement 3.673930e+01 7.505676e-03 5.034788e-05 18 Nonlinear solution status: time= 1.985 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 1.248294e-06 0.000000e+00 energy 5.645997e+00 3.141384e-07 5.645997e-02 displacement 3.673930e+01 8.252184e-03 5.113618e-05 19 Nonlinear solution status: time= 1.985 stiffness updates = 8 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 5.022101e-07 0.000000e+00 energy 5.645997e+00 7.575813e-07 5.645997e-02 displacement 3.673930e+01 1.753840e-02 5.231903e-05 20 Nonlinear solution status: time= 1.985 stiffness updates = 9 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 2.341970e-07 0.000000e+00 energy 5.645997e+00 4.303569e-07 5.645997e-02 displacement 3.673930e+01 5.529171e-03 5.168135e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 21 Nonlinear solution status: time= 1.985 stiffness updates = 0 right hand side evaluations = 23 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.590451e+01 4.641862e-08 0.000000e+00 energy 5.645997e+00 3.660814e-08 5.645997e-02 displacement 3.673930e+01 2.775086e-05 5.163074e-05 ------- converged at time : 1.985 ]0;(step 2/2: 99%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 91 : 1.995 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288199 1 Nonlinear solution status: time= 1.995 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 1.466812e-02 0.000000e+00 energy 2.292559e+01 4.374745e-03 2.292559e-01 displacement 1.482891e+02 1.482891e+02 1.482891e-04 2 Nonlinear solution status: time= 1.995 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 4.162963e-03 0.000000e+00 energy 2.292559e+01 9.386611e-04 2.292559e-01 displacement 1.482891e+02 1.604243e+00 1.428923e-04 3 Nonlinear solution status: time= 1.995 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 4.011051e-03 0.000000e+00 energy 2.292559e+01 7.379496e-04 2.292559e-01 displacement 1.482891e+02 6.729305e+00 1.319110e-04 4 Nonlinear solution status: time= 1.995 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 7.048144e-04 0.000000e+00 energy 2.292559e+01 3.098633e-04 2.292559e-01 displacement 1.482891e+02 3.826417e-01 1.321718e-04 5 Nonlinear solution status: time= 1.995 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 6.243716e-04 0.000000e+00 energy 2.292559e+01 8.602960e-05 2.292559e-01 displacement 1.482891e+02 6.141075e-01 1.335767e-04 6 Nonlinear solution status: time= 1.995 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 9.456621e-04 0.000000e+00 energy 2.292559e+01 1.555108e-04 2.292559e-01 displacement 1.482891e+02 2.997817e-01 1.356517e-04 7 Nonlinear solution status: time= 1.995 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 2.650296e-04 0.000000e+00 energy 2.292559e+01 8.588890e-05 2.292559e-01 displacement 1.482891e+02 7.751695e-02 1.343246e-04 8 Nonlinear solution status: time= 1.995 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 1.760295e-04 0.000000e+00 energy 2.292559e+01 3.971683e-05 2.292559e-01 displacement 1.482891e+02 1.903420e-01 1.317480e-04 9 Nonlinear solution status: time= 1.995 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 1.528162e-04 0.000000e+00 energy 2.292559e+01 5.651683e-05 2.292559e-01 displacement 1.482891e+02 3.533461e-01 1.295693e-04 10 Nonlinear solution status: time= 1.995 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.410000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 6.550393e-04 0.000000e+00 energy 2.292559e+01 7.316129e-05 2.292559e-01 displacement 1.482891e+02 5.677990e-01 1.276496e-04 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288325 11 Nonlinear solution status: time= 1.995 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 3.745764e-05 0.000000e+00 energy 2.292559e+01 1.793700e-05 2.292559e-01 displacement 1.482891e+02 1.040268e-02 1.278072e-04 12 Nonlinear solution status: time= 1.995 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 2.424111e-05 0.000000e+00 energy 2.292559e+01 5.561765e-06 2.292559e-01 displacement 1.482891e+02 3.463867e-03 1.279298e-04 13 Nonlinear solution status: time= 1.995 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 2.107737e-06 0.000000e+00 energy 2.292559e+01 5.161215e-08 2.292559e-01 displacement 1.482891e+02 5.925990e-04 1.279588e-04 14 Nonlinear solution status: time= 1.995 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 4.409476e-07 0.000000e+00 energy 2.292559e+01 2.290680e-07 2.292559e-01 displacement 1.482891e+02 5.138042e-04 1.279164e-04 15 Nonlinear solution status: time= 1.995 stiffness updates = 4 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 4.936763e-07 0.000000e+00 energy 2.292559e+01 9.537305e-09 2.292559e-01 displacement 1.482891e+02 6.948158e-04 1.278647e-04 16 Nonlinear solution status: time= 1.995 stiffness updates = 5 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.458056e+02 1.711736e-07 0.000000e+00 energy 2.292559e+01 6.178040e-08 2.292559e-01 displacement 1.482891e+02 9.664753e-05 1.278502e-04 ------- converged at time : 1.995 ]0;(step 2/2: 100%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.005 ===== beginning time step 92 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288325 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 3.633820e+01 1.940681e-03 0.000000e+00 energy 5.734949e+00 4.674996e-03 5.734949e-02 displacement 3.783415e+01 3.783415e+01 3.783415e-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 3.633820e+01 4.451079e-04 0.000000e+00 energy 5.734949e+00 3.932832e-04 5.734949e-02 displacement 3.783415e+01 6.918115e-01 3.470007e-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 3.633820e+01 2.698529e-04 0.000000e+00 energy 5.734949e+00 8.463391e-05 5.734949e-02 displacement 3.783415e+01 1.423745e+00 3.323946e-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 3.633820e+01 1.882186e-04 0.000000e+00 energy 5.734949e+00 4.073382e-05 5.734949e-02 displacement 3.783415e+01 6.309854e-01 3.433945e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 5.288307e-05 0.000000e+00 energy 5.734949e+00 6.057930e-06 5.734949e-02 displacement 3.783415e+01 3.583804e-01 3.630909e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 1.059761e-05 0.000000e+00 energy 5.734949e+00 3.343732e-06 5.734949e-02 displacement 3.783415e+01 3.842402e-03 3.643187e-05 7 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 2.276203e-06 0.000000e+00 energy 5.734949e+00 3.623264e-07 5.734949e-02 displacement 3.783415e+01 2.242660e-02 3.595750e-05 8 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 7.413289e-07 0.000000e+00 energy 5.734949e+00 6.378799e-08 5.734949e-02 displacement 3.783415e+01 3.349754e-03 3.573513e-05 9 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 3.901020e-07 0.000000e+00 energy 5.734949e+00 1.258863e-07 5.734949e-02 displacement 3.783415e+01 2.803972e-04 3.571505e-05 10 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 4.496000e-07 0.000000e+00 energy 5.734949e+00 3.208946e-08 5.734949e-02 displacement 3.783415e+01 1.785665e-03 3.579194e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 442413 Nr of nonzeroes in stiffness matrix ....... : 35288343 11 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.633820e+01 5.399447e-08 0.000000e+00 energy 5.734949e+00 5.547178e-08 5.734949e-02 displacement 3.783415e+01 2.627187e-05 3.577877e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 006UA_QuadUncleaned_run4.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 92 Total number of equilibrium iterations ............ : 943 Average number of equilibrium iterations .......... : 10.25 Total number of right hand evaluations ............ : 1395 Total number of stiffness reformations ............ : 156 Time in linear solver: 5:00:45 Elapsed time : 7:02:00 N O R M A L T E R M I N A T I O N