=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 0 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== Reading file /home/doherts/lustre/MULTIS/008_UA/008UA_Quad_run4.feb ...SUCCESS! ]0;(step 1/2: 0%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.801898e-20 1.727064e-20 0.000000e+00 energy 8.335925e-22 2.395281e-22 8.335925e-24 displacement 6.933280e-22 6.933280e-22 6.933280e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.727064e-20 2.532792e-20 0.000000e+00 energy 6.875440e-22 4.448704e-22 6.875440e-24 displacement 4.610199e-22 4.610199e-22 4.610199e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 008UA_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 3 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.532792e-20 2.535316e-20 0.000000e+00 energy 8.947439e-22 4.556498e-22 8.947439e-24 displacement 4.606212e-22 4.606212e-22 4.606212e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 4 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.535316e-20 2.528805e-20 0.000000e+00 energy 8.960854e-22 4.538022e-22 8.960854e-24 displacement 4.650959e-22 4.650959e-22 4.650959e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.528805e-20 2.530919e-20 0.000000e+00 energy 8.930932e-22 4.532066e-22 8.930932e-24 displacement 4.613284e-22 4.613284e-22 4.613284e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 008UA_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 6 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.530919e-20 2.502237e-20 0.000000e+00 energy 8.941033e-22 4.476554e-22 8.941033e-24 displacement 4.613067e-22 4.613067e-22 4.613067e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 7 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.502237e-20 2.557682e-20 0.000000e+00 energy 8.884574e-22 4.527392e-22 8.884574e-24 displacement 4.594650e-22 4.594650e-22 4.594650e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.557682e-20 2.546131e-20 0.000000e+00 energy 8.969947e-22 4.573872e-22 8.969947e-24 displacement 4.639419e-22 4.639419e-22 4.639419e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 008UA_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 9 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.546131e-20 2.527715e-20 0.000000e+00 energy 9.010324e-22 4.559734e-22 9.010324e-24 displacement 4.641054e-22 4.641054e-22 4.641054e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.1 ===== beginning time step 10 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.527715e-20 2.565601e-20 0.000000e+00 energy 8.940953e-22 4.519131e-22 8.940953e-24 displacement 4.604745e-22 4.604745e-22 4.604745e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.565601e-20 2.536418e-20 0.000000e+00 energy 8.970490e-22 4.553768e-22 8.970490e-24 displacement 4.619076e-22 4.619076e-22 4.619076e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 008UA_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 12 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.536418e-20 2.538082e-20 0.000000e+00 energy 8.951188e-22 4.538911e-22 8.951188e-24 displacement 4.595961e-22 4.595961e-22 4.595961e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 12 Total number of equilibrium iterations ............ : 12 Average number of equilibrium iterations .......... : 1 Total number of right hand evaluations ............ : 24 Total number of stiffness reformations ............ : 12 Time in linear solver: 0:05:20 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.538082e-20 2.537261e-20 0.000000e+00 energy 8.974612e-22 4.555073e-22 8.974612e-24 displacement 4.624504e-22 4.624504e-22 4.624504e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.537261e-20 2.512454e-20 0.000000e+00 energy 8.966945e-22 4.499288e-22 8.966945e-24 displacement 4.615975e-22 4.615975e-22 4.615975e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.512454e-20 2.558961e-20 0.000000e+00 energy 8.872281e-22 4.506400e-22 8.872281e-24 displacement 4.584569e-22 4.584569e-22 4.584569e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.558961e-20 2.526008e-20 0.000000e+00 energy 8.965451e-22 4.526695e-22 8.965451e-24 displacement 4.613364e-22 4.613364e-22 4.613364e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.526008e-20 2.529649e-20 0.000000e+00 energy 8.908563e-22 4.457645e-22 8.908563e-24 displacement 4.610914e-22 4.610914e-22 4.610914e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.529649e-20 2.541709e-20 0.000000e+00 energy 8.891982e-22 4.532214e-22 8.891982e-24 displacement 4.614088e-22 4.614088e-22 4.614088e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.541709e-20 2.502382e-20 0.000000e+00 energy 8.941326e-22 4.496688e-22 8.941326e-24 displacement 4.632999e-22 4.632999e-22 4.632999e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 1 Nonlinear solution status: time= 1.17 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.502382e-20 2.515378e-20 0.000000e+00 energy 8.886110e-22 4.492632e-22 8.886110e-24 displacement 4.625771e-22 4.625771e-22 4.625771e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.515378e-20 2.532090e-20 0.000000e+00 energy 8.899977e-22 4.510416e-22 8.899977e-24 displacement 4.576891e-22 4.576891e-22 4.576891e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.532090e-20 2.536863e-20 0.000000e+00 energy 8.914805e-22 4.509411e-22 8.914805e-24 displacement 4.600868e-22 4.600868e-22 4.600868e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.536863e-20 2.557486e-20 0.000000e+00 energy 8.958506e-22 4.575707e-22 8.958506e-24 displacement 4.603932e-22 4.603932e-22 4.603932e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.557486e-20 2.518136e-20 0.000000e+00 energy 8.987995e-22 4.525923e-22 8.987995e-24 displacement 4.650294e-22 4.650294e-22 4.650294e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.518136e-20 2.535830e-20 0.000000e+00 energy 8.915331e-22 4.525657e-22 8.915331e-24 displacement 4.620243e-22 4.620243e-22 4.620243e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.535830e-20 2.530306e-20 0.000000e+00 energy 8.950609e-22 4.535904e-22 8.950609e-24 displacement 4.658443e-22 4.658443e-22 4.658443e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.23 ]0;(step 2/2: 23%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.530306e-20 2.536336e-20 0.000000e+00 energy 8.966067e-22 4.548648e-22 8.966067e-24 displacement 4.695459e-22 4.695459e-22 4.695459e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.24 ]0;(step 2/2: 24%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 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 2.536336e-20 2.533208e-20 0.000000e+00 energy 8.963599e-22 4.546900e-22 8.963599e-24 displacement 4.643812e-22 4.643812e-22 4.643812e-28 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.25 ]0;(step 2/2: 25%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319400 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.533208e-20 2.852575e-02 0.000000e+00 energy 8.963323e-22 5.196756e-15 8.963323e-24 displacement 4.670762e-22 1.167690e-22 1.167690e-28 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319508 2 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.852575e-02 1.133788e-04 0.000000e+00 energy 5.196756e-15 3.050565e-04 5.196756e-17 displacement 4.670762e-22 6.803050e-02 6.803050e-08 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319508 3 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.133788e-04 1.016371e-05 0.000000e+00 energy 3.050565e-04 1.155266e-05 3.050565e-06 displacement 4.670762e-22 4.968540e-02 5.598215e-08 4 Nonlinear solution status: time= 1.26 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.133788e-04 6.923161e-08 0.000000e+00 energy 3.050565e-04 2.251253e-07 3.050565e-06 displacement 4.670762e-22 1.658385e-04 5.357623e-08 5 Nonlinear solution status: time= 1.26 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.133788e-04 2.866682e-09 0.000000e+00 energy 3.050565e-04 1.194984e-09 3.050565e-06 displacement 4.670762e-22 4.712953e-06 5.314830e-08 6 Nonlinear solution status: time= 1.26 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.133788e-04 3.081125e-12 0.000000e+00 energy 3.050565e-04 3.395504e-12 3.050565e-06 displacement 4.670762e-22 6.740289e-08 5.317015e-08 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.26 ]0;(step 2/2: 26%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319508 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 9.634103e-02 1.063257e-04 0.000000e+00 energy 4.759488e-02 3.479027e-04 4.759488e-04 displacement 3.757620e-01 3.757620e-01 3.757620e-07 2 Nonlinear solution status: time= 1.27 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.634103e-02 4.879051e-07 0.000000e+00 energy 4.759488e-02 6.047115e-07 4.759488e-04 displacement 3.757620e-01 3.331322e-04 3.900046e-07 3 Nonlinear solution status: time= 1.27 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.634103e-02 6.198217e-08 0.000000e+00 energy 4.759488e-02 1.000222e-08 4.759488e-04 displacement 3.757620e-01 2.103927e-04 3.818139e-07 4 Nonlinear solution status: time= 1.27 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.634103e-02 8.742489e-10 0.000000e+00 energy 4.759488e-02 1.447442e-11 4.759488e-04 displacement 3.757620e-01 1.488811e-07 3.814795e-07 ------- converged at time : 1.27 ]0;(step 2/2: 27%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319508 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 9.953858e-02 1.187954e-04 0.000000e+00 energy 4.831247e-02 1.151964e-04 4.831247e-04 displacement 3.774308e-01 3.774308e-01 3.774308e-07 2 Nonlinear solution status: time= 1.28 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.953858e-02 1.369000e-07 0.000000e+00 energy 4.831247e-02 1.855278e-07 4.831247e-04 displacement 3.774308e-01 1.122283e-04 3.859813e-07 3 Nonlinear solution status: time= 1.28 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.953858e-02 5.789917e-08 0.000000e+00 energy 4.831247e-02 3.920056e-09 4.831247e-04 displacement 3.774308e-01 2.198100e-05 3.815087e-07 4 Nonlinear solution status: time= 1.28 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.953858e-02 2.051476e-10 0.000000e+00 energy 4.831247e-02 7.263349e-11 4.831247e-04 displacement 3.774308e-01 1.341730e-07 3.812055e-07 ------- converged at time : 1.28 ]0;(step 2/2: 28%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319508 1 Nonlinear solution status: time= 1.29 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 3.928312e-03 0.000000e+00 energy 4.903000e-02 7.939642e-03 4.903000e-04 displacement 3.802403e-01 3.802403e-01 3.802403e-07 2 Nonlinear solution status: time= 1.29 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.392283 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 6.990418e-02 0.000000e+00 energy 4.903000e-02 2.492434e-02 4.903000e-04 displacement 3.802403e-01 4.560923e+00 7.003752e-06 3 Nonlinear solution status: time= 1.29 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 1.370688e-02 0.000000e+00 energy 4.903000e-02 3.360180e-03 4.903000e-04 displacement 3.802403e-01 1.904451e-01 5.309180e-06 4 Nonlinear solution status: time= 1.29 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.421016 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 8.773984e-03 0.000000e+00 energy 4.903000e-02 2.784227e-03 4.903000e-04 displacement 3.802403e-01 5.679348e-01 2.435120e-06 5 Nonlinear solution status: time= 1.29 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.159570 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 5.555136e-03 0.000000e+00 energy 4.903000e-02 7.378728e-04 4.903000e-04 displacement 3.802403e-01 9.790496e-02 1.572154e-06 6 Nonlinear solution status: time= 1.29 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.231441 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 2.806697e-03 0.000000e+00 energy 4.903000e-02 5.138345e-04 4.903000e-04 displacement 3.802403e-01 4.917491e-02 1.105198e-06 7 Nonlinear solution status: time= 1.29 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.142592 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 1.250024e-03 0.000000e+00 energy 4.903000e-02 2.275674e-04 4.903000e-04 displacement 3.802403e-01 3.246922e-02 7.943373e-07 8 Nonlinear solution status: time= 1.29 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.365842 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 3.317290e-04 0.000000e+00 energy 4.903000e-02 5.871856e-05 4.903000e-04 displacement 3.802403e-01 1.372630e-02 6.467805e-07 9 Nonlinear solution status: time= 1.29 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.335576 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 1.487663e-04 0.000000e+00 energy 4.903000e-02 5.725228e-07 4.903000e-04 displacement 3.802403e-01 5.255737e-03 5.632514e-07 10 Nonlinear solution status: time= 1.29 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 4.371022e-05 0.000000e+00 energy 4.903000e-02 8.188224e-06 4.903000e-04 displacement 3.802403e-01 6.537233e-03 5.081658e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319562 11 Nonlinear solution status: time= 1.29 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.618836 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 7.346160e-06 0.000000e+00 energy 4.903000e-02 4.345199e-08 4.903000e-04 displacement 3.802403e-01 3.478067e-04 5.122447e-07 12 Nonlinear solution status: time= 1.29 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 2.489359e-06 0.000000e+00 energy 4.903000e-02 1.442465e-06 4.903000e-04 displacement 3.802403e-01 3.313189e-04 5.251278e-07 13 Nonlinear solution status: time= 1.29 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 6.249102e-08 0.000000e+00 energy 4.903000e-02 1.821820e-08 4.903000e-04 displacement 3.802403e-01 2.898207e-05 5.201360e-07 14 Nonlinear solution status: time= 1.29 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 5.066529e-09 0.000000e+00 energy 4.903000e-02 3.343789e-09 4.903000e-04 displacement 3.802403e-01 2.235587e-06 5.192926e-07 15 Nonlinear solution status: time= 1.29 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027877e-01 1.700883e-11 0.000000e+00 energy 4.903000e-02 5.379343e-14 4.903000e-04 displacement 3.802403e-01 9.831315e-08 5.194604e-07 ------- converged at time : 1.29 ]0;(step 2/2: 29%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319562 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 3.171207e-01 1.352229e-02 0.000000e+00 energy 1.060435e-01 1.730603e-02 1.060435e-03 displacement 6.566104e-01 6.566104e-01 6.566104e-07 2 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.365051 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 2.725751e-01 0.000000e+00 energy 1.060435e-01 7.385528e-02 1.060435e-03 displacement 6.566104e-01 1.025586e+01 1.552069e-05 3 Nonlinear solution status: time= 1.3 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 8.659263e-02 0.000000e+00 energy 1.060435e-01 2.386700e-03 1.060435e-03 displacement 6.566104e-01 6.444091e-01 1.221985e-05 4 Nonlinear solution status: time= 1.3 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 7.203059e-02 0.000000e+00 energy 1.060435e-01 2.271162e-03 1.060435e-03 displacement 6.566104e-01 5.352677e+00 1.624246e-06 5 Nonlinear solution status: time= 1.3 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.374271 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 3.248449e-02 0.000000e+00 energy 1.060435e-01 2.476275e-04 1.060435e-03 displacement 6.566104e-01 8.992792e-02 1.168883e-06 6 Nonlinear solution status: time= 1.3 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 2.324582e-02 0.000000e+00 energy 1.060435e-01 5.458504e-03 1.060435e-03 displacement 6.566104e-01 4.220643e-01 2.285344e-06 7 Nonlinear solution status: time= 1.3 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 1.479448e-03 0.000000e+00 energy 1.060435e-01 7.410494e-04 1.060435e-03 displacement 6.566104e-01 1.290823e-01 1.464342e-06 8 Nonlinear solution status: time= 1.3 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.473480 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 2.075742e-04 0.000000e+00 energy 1.060435e-01 1.190840e-04 1.060435e-03 displacement 6.566104e-01 1.747678e-02 1.221203e-06 9 Nonlinear solution status: time= 1.3 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.444302 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 1.563558e-04 0.000000e+00 energy 1.060435e-01 4.247885e-05 1.060435e-03 displacement 6.566104e-01 1.691599e-02 1.001318e-06 10 Nonlinear solution status: time= 1.3 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.589045 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 2.870032e-04 0.000000e+00 energy 1.060435e-01 4.283510e-05 1.060435e-03 displacement 6.566104e-01 1.747535e-03 1.044928e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319616 11 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.179776 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 2.322696e-04 0.000000e+00 energy 1.060435e-01 3.352645e-05 1.060435e-03 displacement 6.566104e-01 7.423481e-04 1.003270e-06 12 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.546330 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 3.652919e-05 0.000000e+00 energy 1.060435e-01 1.180589e-05 1.060435e-03 displacement 6.566104e-01 6.151330e-04 1.026274e-06 13 Nonlinear solution status: time= 1.3 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.614271 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 9.311985e-06 0.000000e+00 energy 1.060435e-01 1.218975e-05 1.060435e-03 displacement 6.566104e-01 4.157745e-04 1.055565e-06 14 Nonlinear solution status: time= 1.3 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 2.153927e-07 0.000000e+00 energy 1.060435e-01 3.386028e-07 1.060435e-03 displacement 6.566104e-01 3.322831e-05 1.047628e-06 15 Nonlinear solution status: time= 1.3 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.171207e-01 4.670720e-08 0.000000e+00 energy 1.060435e-01 6.880233e-08 1.060435e-03 displacement 6.566104e-01 8.730153e-07 1.047446e-06 ------- converged at time : 1.3 ]0;(step 2/2: 30%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319724 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 4.779559e-01 1.523358e-03 0.000000e+00 energy 1.762735e-01 4.490859e-03 1.762735e-03 displacement 1.153088e+00 1.153088e+00 1.153088e-06 2 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634121 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 1.309948e-03 0.000000e+00 energy 1.762735e-01 2.213510e-03 1.762735e-03 displacement 1.153088e+00 2.089410e-01 2.174198e-06 3 Nonlinear solution status: time= 1.31 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 1.671845e-04 0.000000e+00 energy 1.762735e-01 4.906569e-04 1.762735e-03 displacement 1.153088e+00 3.342349e-02 1.717057e-06 4 Nonlinear solution status: time= 1.31 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.489471 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 9.028986e-05 0.000000e+00 energy 1.762735e-01 1.707881e-04 1.762735e-03 displacement 1.153088e+00 2.382641e-02 1.378030e-06 5 Nonlinear solution status: time= 1.31 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.231050 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 6.687883e-05 0.000000e+00 energy 1.762735e-01 7.367884e-05 1.762735e-03 displacement 1.153088e+00 2.130788e-03 1.307254e-06 6 Nonlinear solution status: time= 1.31 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.220912 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 2.484199e-05 0.000000e+00 energy 1.762735e-01 4.888734e-06 1.762735e-03 displacement 1.153088e+00 9.202542e-04 1.254384e-06 7 Nonlinear solution status: time= 1.31 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 3.122138e-06 0.000000e+00 energy 1.762735e-01 1.825014e-06 1.762735e-03 displacement 1.153088e+00 2.121971e-04 1.278609e-06 8 Nonlinear solution status: time= 1.31 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.618842 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 5.791560e-07 0.000000e+00 energy 1.762735e-01 4.076940e-07 1.762735e-03 displacement 1.153088e+00 2.110879e-05 1.279453e-06 9 Nonlinear solution status: time= 1.31 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 1.773334e-07 0.000000e+00 energy 1.762735e-01 2.010451e-07 1.762735e-03 displacement 1.153088e+00 3.399251e-06 1.280391e-06 10 Nonlinear solution status: time= 1.31 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 8.749001e-08 0.000000e+00 energy 1.762735e-01 1.056519e-07 1.762735e-03 displacement 1.153088e+00 2.077529e-06 1.280176e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319778 11 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.779559e-01 3.184556e-11 0.000000e+00 energy 1.762735e-01 1.060974e-09 1.762735e-03 displacement 1.153088e+00 3.944797e-07 1.280973e-06 ------- converged at time : 1.31 ]0;(step 2/2: 31%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319778 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.419542e-01 3.437591e-04 0.000000e+00 energy 2.292306e-01 1.155531e-03 2.292306e-03 displacement 1.433240e+00 1.433240e+00 1.433240e-06 2 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621835 convergence norms : INITIAL CURRENT REQUIRED residual 6.419542e-01 6.148660e-05 0.000000e+00 energy 2.292306e-01 5.002726e-05 2.292306e-03 displacement 1.433240e+00 2.917802e-03 1.511575e-06 3 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.419542e-01 1.787978e-06 0.000000e+00 energy 2.292306e-01 4.943195e-07 2.292306e-03 displacement 1.433240e+00 4.852901e-04 1.471961e-06 4 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.419542e-01 2.172148e-07 0.000000e+00 energy 2.292306e-01 2.323008e-07 2.292306e-03 displacement 1.433240e+00 4.708796e-05 1.460125e-06 5 Nonlinear solution status: time= 1.32 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.419542e-01 1.356744e-07 0.000000e+00 energy 2.292306e-01 8.270737e-08 2.292306e-03 displacement 1.433240e+00 2.407072e-06 1.459931e-06 6 Nonlinear solution status: time= 1.32 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.419542e-01 7.439038e-08 0.000000e+00 energy 2.292306e-01 4.262749e-08 2.292306e-03 displacement 1.433240e+00 1.125967e-06 1.461243e-06 ------- converged at time : 1.32 ]0;(step 2/2: 32%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319886 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 7.814225e-01 1.488576e-03 0.000000e+00 energy 2.679686e-01 3.235652e-03 2.679686e-03 displacement 1.531158e+00 1.531158e+00 1.531158e-06 2 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.585233 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 5.874653e-03 0.000000e+00 energy 2.679686e-01 5.949433e-03 2.679686e-03 displacement 1.531158e+00 5.367409e-01 3.368969e-06 3 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 4.622469e-04 0.000000e+00 energy 2.679686e-01 1.211775e-03 2.679686e-03 displacement 1.531158e+00 7.054075e-02 2.560013e-06 4 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.499274 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 1.825713e-04 0.000000e+00 energy 2.679686e-01 5.262256e-04 2.679686e-03 displacement 1.531158e+00 6.997426e-02 1.902529e-06 5 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.301841 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 8.530534e-05 0.000000e+00 energy 2.679686e-01 1.476723e-04 2.679686e-03 displacement 1.531158e+00 7.438706e-03 1.725125e-06 6 Nonlinear solution status: time= 1.33 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.276141 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 3.265438e-05 0.000000e+00 energy 2.679686e-01 6.139057e-05 2.679686e-03 displacement 1.531158e+00 2.037297e-03 1.642721e-06 7 Nonlinear solution status: time= 1.33 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.262325 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 1.246903e-05 0.000000e+00 energy 2.679686e-01 1.439100e-05 2.679686e-03 displacement 1.531158e+00 7.580458e-04 1.593623e-06 8 Nonlinear solution status: time= 1.33 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 1.790120e-06 0.000000e+00 energy 2.679686e-01 1.773618e-06 2.679686e-03 displacement 1.531158e+00 2.177166e-04 1.598625e-06 9 Nonlinear solution status: time= 1.33 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 1.742842e-08 0.000000e+00 energy 2.679686e-01 3.039409e-08 2.679686e-03 displacement 1.531158e+00 3.904366e-05 1.603452e-06 10 Nonlinear solution status: time= 1.33 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 1.197420e-08 0.000000e+00 energy 2.679686e-01 1.368451e-08 2.679686e-03 displacement 1.531158e+00 2.886400e-06 1.605791e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319886 11 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.814225e-01 2.106146e-12 0.000000e+00 energy 2.679686e-01 2.948446e-11 2.679686e-03 displacement 1.531158e+00 5.229465e-07 1.604709e-06 ------- converged at time : 1.33 ]0;(step 2/2: 33%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319886 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.222969e-03 0.000000e+00 energy 2.609280e-01 3.861493e-03 2.609280e-03 displacement 1.716753e+00 1.716753e+00 1.716753e-06 2 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.600260 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.095188e-03 0.000000e+00 energy 2.609280e-01 1.687346e-03 2.609280e-03 displacement 1.716753e+00 8.035833e-02 2.292332e-06 3 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 2.020172e-04 0.000000e+00 energy 2.609280e-01 3.513169e-04 2.609280e-03 displacement 1.716753e+00 1.373121e-02 2.128984e-06 4 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.315370 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.118483e-04 0.000000e+00 energy 2.609280e-01 1.611947e-04 2.609280e-03 displacement 1.716753e+00 7.066008e-03 1.936214e-06 5 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.308698 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 2.089120e-05 0.000000e+00 energy 2.609280e-01 3.688498e-05 2.609280e-03 displacement 1.716753e+00 4.640255e-03 1.812131e-06 6 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.348326 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 6.729309e-06 0.000000e+00 energy 2.609280e-01 1.104988e-05 2.609280e-03 displacement 1.716753e+00 6.052002e-04 1.761572e-06 7 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.317811 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 2.804915e-06 0.000000e+00 energy 2.609280e-01 1.161999e-06 2.609280e-03 displacement 1.716753e+00 6.697251e-05 1.748381e-06 8 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.512571 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.105703e-06 0.000000e+00 energy 2.609280e-01 4.827020e-08 2.609280e-03 displacement 1.716753e+00 1.206992e-05 1.741941e-06 9 Nonlinear solution status: time= 1.34 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.558804 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.232007e-07 0.000000e+00 energy 2.609280e-01 4.779079e-08 2.609280e-03 displacement 1.716753e+00 3.930902e-06 1.740728e-06 10 Nonlinear solution status: time= 1.34 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.494647e-07 0.000000e+00 energy 2.609280e-01 5.818739e-08 2.609280e-03 displacement 1.716753e+00 2.642125e-06 1.740681e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319958 11 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.624291e-01 1.734255e-08 0.000000e+00 energy 2.609280e-01 3.045291e-08 2.609280e-03 displacement 1.716753e+00 1.043818e-06 1.740410e-06 ------- converged at time : 1.34 ]0;(step 2/2: 34%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28319958 1 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 2.249021e-03 0.000000e+00 energy 3.540323e-01 7.740254e-03 3.540323e-03 displacement 1.877723e+00 1.877723e+00 1.877723e-06 2 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 6.736063e-03 0.000000e+00 energy 3.540323e-01 1.070561e-02 3.540323e-03 displacement 1.877723e+00 1.317321e+00 5.529896e-06 3 Nonlinear solution status: time= 1.35 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 7.492326e-04 0.000000e+00 energy 3.540323e-01 2.413962e-03 3.540323e-03 displacement 1.877723e+00 3.273279e-01 3.391808e-06 4 Nonlinear solution status: time= 1.35 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.509876 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 2.604769e-04 0.000000e+00 energy 3.540323e-01 7.736717e-04 3.540323e-03 displacement 1.877723e+00 1.078001e-01 2.457539e-06 5 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.275817 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 1.628413e-04 0.000000e+00 energy 3.540323e-01 2.233512e-04 3.540323e-03 displacement 1.877723e+00 9.792056e-03 2.231259e-06 6 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.241460 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 6.865520e-05 0.000000e+00 energy 3.540323e-01 5.252792e-05 3.540323e-03 displacement 1.877723e+00 4.001638e-03 2.096490e-06 7 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.229690 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 3.365882e-05 0.000000e+00 energy 3.540323e-01 1.125164e-05 3.540323e-03 displacement 1.877723e+00 1.880211e-04 2.079477e-06 8 Nonlinear solution status: time= 1.35 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 7.062897e-06 0.000000e+00 energy 3.540323e-01 2.958887e-06 3.540323e-03 displacement 1.877723e+00 3.886149e-04 2.098542e-06 9 Nonlinear solution status: time= 1.35 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 4.491971e-06 0.000000e+00 energy 3.540323e-01 7.242176e-06 3.540323e-03 displacement 1.877723e+00 3.532854e-04 2.140556e-06 10 Nonlinear solution status: time= 1.35 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 5.463115e-07 0.000000e+00 energy 3.540323e-01 9.730626e-07 3.540323e-03 displacement 1.877723e+00 5.908757e-05 2.128803e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320084 11 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 2.419924e-10 0.000000e+00 energy 3.540323e-01 2.816734e-09 3.540323e-03 displacement 1.877723e+00 1.423663e-05 2.122490e-06 12 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170470e+00 2.866967e-13 0.000000e+00 energy 3.540323e-01 3.560303e-12 3.540323e-03 displacement 1.877723e+00 5.198222e-09 2.122440e-06 ------- converged at time : 1.35 ]0;(step 2/2: 35%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320084 1 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 2.591576e-03 0.000000e+00 energy 4.276542e-01 6.284287e-03 4.276542e-03 displacement 2.249603e+00 2.249603e+00 2.249603e-06 2 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.611834 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 4.047815e-03 0.000000e+00 energy 4.276542e-01 7.333677e-03 4.276542e-03 displacement 2.249603e+00 8.846918e-01 5.091515e-06 3 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 5.132351e-04 0.000000e+00 energy 4.276542e-01 1.618952e-03 4.276542e-03 displacement 2.249603e+00 1.430854e-01 3.724300e-06 4 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.421755 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 2.173476e-04 0.000000e+00 energy 4.276542e-01 7.010190e-04 4.276542e-03 displacement 2.249603e+00 7.117948e-02 2.959266e-06 5 Nonlinear solution status: time= 1.36 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.287551 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 7.741268e-05 0.000000e+00 energy 4.276542e-01 2.018318e-04 4.276542e-03 displacement 2.249603e+00 1.110448e-02 2.706433e-06 6 Nonlinear solution status: time= 1.36 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.253178 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 3.440037e-05 0.000000e+00 energy 4.276542e-01 7.441322e-05 4.276542e-03 displacement 2.249603e+00 3.692039e-03 2.578745e-06 7 Nonlinear solution status: time= 1.36 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.239490 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 1.672544e-05 0.000000e+00 energy 4.276542e-01 9.309562e-06 4.276542e-03 displacement 2.249603e+00 1.511425e-03 2.519885e-06 8 Nonlinear solution status: time= 1.36 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.543384 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 7.851811e-06 0.000000e+00 energy 4.276542e-01 3.572069e-06 4.276542e-03 displacement 2.249603e+00 1.558239e-04 2.499490e-06 9 Nonlinear solution status: time= 1.36 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.537310 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 2.970621e-06 0.000000e+00 energy 4.276542e-01 3.026625e-06 4.276542e-03 displacement 2.249603e+00 1.134279e-04 2.509696e-06 10 Nonlinear solution status: time= 1.36 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 1.818898e-08 0.000000e+00 energy 4.276542e-01 1.171977e-08 4.276542e-03 displacement 2.249603e+00 2.520276e-05 2.508883e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320138 11 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.455819e+00 9.130360e-12 0.000000e+00 energy 4.276542e-01 3.221226e-11 4.276542e-03 displacement 2.249603e+00 2.926782e-07 2.509725e-06 ------- converged at time : 1.36 ]0;(step 2/2: 36%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320138 1 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 6.083819e-03 0.000000e+00 energy 5.229436e-01 1.234824e-02 5.229436e-03 displacement 2.887806e+00 2.887806e+00 2.887806e-06 2 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.494708 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 5.234853e-02 0.000000e+00 energy 5.229436e-01 2.302159e-02 5.229436e-03 displacement 2.887806e+00 1.380387e+00 6.890298e-06 3 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 6.310154e-03 0.000000e+00 energy 5.229436e-01 2.663103e-03 5.229436e-03 displacement 2.887806e+00 9.674550e-02 5.881156e-06 4 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 6.152224e-03 0.000000e+00 energy 5.229436e-01 1.174049e-03 5.229436e-03 displacement 2.887806e+00 6.460346e-01 3.056346e-06 5 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.444990 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 2.460059e-03 0.000000e+00 energy 5.229436e-01 1.582951e-04 5.229436e-03 displacement 2.887806e+00 3.086093e-02 3.304375e-06 6 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.353267 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 1.091733e-03 0.000000e+00 energy 5.229436e-01 1.323444e-04 5.229436e-03 displacement 2.887806e+00 5.180559e-03 3.258326e-06 7 Nonlinear solution status: time= 1.37 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.270413 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 9.643647e-04 0.000000e+00 energy 5.229436e-01 3.177239e-04 5.229436e-03 displacement 2.887806e+00 8.043125e-03 3.340099e-06 8 Nonlinear solution status: time= 1.37 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 1.074323e-04 0.000000e+00 energy 5.229436e-01 4.222640e-05 5.229436e-03 displacement 2.887806e+00 5.954046e-03 3.238640e-06 9 Nonlinear solution status: time= 1.37 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 1.368593e-04 0.000000e+00 energy 5.229436e-01 5.176290e-05 5.229436e-03 displacement 2.887806e+00 3.330645e-03 3.149411e-06 10 Nonlinear solution status: time= 1.37 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 2.201238e-05 0.000000e+00 energy 5.229436e-01 6.130606e-06 5.229436e-03 displacement 2.887806e+00 9.776060e-04 3.145246e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320138 11 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 3.299137e-06 0.000000e+00 energy 5.229436e-01 7.513341e-06 5.229436e-03 displacement 2.887806e+00 3.456580e-04 3.112759e-06 12 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.592595 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 7.999396e-06 0.000000e+00 energy 5.229436e-01 5.206737e-06 5.229436e-03 displacement 2.887806e+00 1.157197e-04 3.131754e-06 13 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 1.171717e-06 0.000000e+00 energy 5.229436e-01 2.885280e-06 5.229436e-03 displacement 2.887806e+00 2.187120e-04 3.158306e-06 14 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 6.095286e-07 0.000000e+00 energy 5.229436e-01 8.094519e-07 5.229436e-03 displacement 2.887806e+00 8.139530e-05 3.137650e-06 15 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.491600 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 2.187873e-07 0.000000e+00 energy 5.229436e-01 1.815542e-09 5.229436e-03 displacement 2.887806e+00 2.448203e-05 3.127022e-06 16 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.948752e+00 9.352597e-09 0.000000e+00 energy 5.229436e-01 3.359267e-09 5.229436e-03 displacement 2.887806e+00 1.215102e-06 3.127034e-06 ------- converged at time : 1.37 ]0;(step 2/2: 37%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320138 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 2.024860e+00 1.770128e-03 0.000000e+00 energy 5.882345e-01 9.173907e-03 5.882345e-03 displacement 3.604984e+00 3.604984e+00 3.604984e-06 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.578123 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 5.673398e-03 0.000000e+00 energy 5.882345e-01 4.560790e-03 5.882345e-03 displacement 3.604984e+00 6.634926e-01 6.282543e-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 2.024860e+00 5.787473e-04 0.000000e+00 energy 5.882345e-01 9.120252e-04 5.882345e-03 displacement 3.604984e+00 3.755153e-02 5.577237e-06 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.428427 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 1.418750e-04 0.000000e+00 energy 5.882345e-01 3.883404e-04 5.882345e-03 displacement 3.604984e+00 9.400067e-02 4.534621e-06 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.350092 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 5.233330e-05 0.000000e+00 energy 5.882345e-01 9.574758e-05 5.882345e-03 displacement 3.604984e+00 2.131108e-02 4.152568e-06 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.224247 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 1.537200e-05 0.000000e+00 energy 5.882345e-01 2.408987e-05 5.882345e-03 displacement 3.604984e+00 4.428411e-03 3.994937e-06 7 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.358700 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 7.179286e-06 0.000000e+00 energy 5.882345e-01 3.645884e-06 5.882345e-03 displacement 3.604984e+00 1.529008e-03 3.901140e-06 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.522325 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 3.019820e-06 0.000000e+00 energy 5.882345e-01 4.905471e-07 5.882345e-03 displacement 3.604984e+00 3.440671e-04 3.869498e-06 9 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.605545 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 1.414542e-06 0.000000e+00 energy 5.882345e-01 2.576583e-07 5.882345e-03 displacement 3.604984e+00 4.083175e-05 3.875644e-06 10 Nonlinear solution status: time= 1.38 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 3.215133e-07 0.000000e+00 energy 5.882345e-01 2.097899e-07 5.882345e-03 displacement 3.604984e+00 2.392092e-05 3.879940e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320282 11 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.024860e+00 4.255614e-11 0.000000e+00 energy 5.882345e-01 1.610635e-10 5.882345e-03 displacement 3.604984e+00 1.509324e-06 3.882063e-06 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320282 1 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 1.269053e-03 0.000000e+00 energy 6.929052e-01 9.177359e-03 6.929052e-03 displacement 4.171122e+00 4.171122e+00 4.171122e-06 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616718 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 2.160750e-03 0.000000e+00 energy 6.929052e-01 2.475676e-03 6.929052e-03 displacement 4.171122e+00 2.101600e-01 5.758575e-06 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 2.403104e-04 0.000000e+00 energy 6.929052e-01 5.233591e-04 6.929052e-03 displacement 4.171122e+00 2.355510e-02 5.206433e-06 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.419680 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 8.459450e-05 0.000000e+00 energy 6.929052e-01 2.265984e-04 6.929052e-03 displacement 4.171122e+00 2.864449e-02 4.628412e-06 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.322939 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 2.976604e-05 0.000000e+00 energy 6.929052e-01 6.465166e-05 6.929052e-03 displacement 4.171122e+00 3.471529e-03 4.459060e-06 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.287683 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 8.335105e-06 0.000000e+00 energy 6.929052e-01 1.584223e-05 6.929052e-03 displacement 4.171122e+00 8.928479e-04 4.380064e-06 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.078977 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 7.755221e-06 0.000000e+00 energy 6.929052e-01 1.375824e-06 6.929052e-03 displacement 4.171122e+00 3.174552e-05 4.372040e-06 8 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.590333 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 1.935603e-06 0.000000e+00 energy 6.929052e-01 4.077606e-07 6.929052e-03 displacement 4.171122e+00 1.612385e-05 4.372371e-06 9 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.477472 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 1.008555e-06 0.000000e+00 energy 6.929052e-01 5.056994e-07 6.929052e-03 displacement 4.171122e+00 1.518086e-05 4.372024e-06 10 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 5.882365e-07 0.000000e+00 energy 6.929052e-01 4.199298e-07 6.929052e-03 displacement 4.171122e+00 6.534234e-06 4.374673e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320390 11 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.506751e+00 1.226491e-10 0.000000e+00 energy 6.929052e-01 5.235710e-10 6.929052e-03 displacement 4.171122e+00 2.094908e-06 4.374287e-06 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320390 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 2.956142e+00 1.328296e-03 0.000000e+00 energy 8.131277e-01 7.170584e-03 8.131277e-03 displacement 4.615195e+00 4.615195e+00 4.615195e-06 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608720 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 7.950310e-04 0.000000e+00 energy 8.131277e-01 1.286551e-03 8.131277e-03 displacement 4.615195e+00 1.033554e-01 5.700771e-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 2.956142e+00 1.402550e-04 0.000000e+00 energy 8.131277e-01 2.865897e-04 8.131277e-03 displacement 4.615195e+00 2.042666e-02 5.208933e-06 4 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.462049 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 3.758250e-05 0.000000e+00 energy 8.131277e-01 1.024678e-04 8.131277e-03 displacement 4.615195e+00 7.746146e-03 4.909982e-06 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.356352 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 3.776653e-05 0.000000e+00 energy 8.131277e-01 3.038379e-05 8.131277e-03 displacement 4.615195e+00 2.147103e-03 4.767744e-06 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.416175 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 1.062496e-05 0.000000e+00 energy 8.131277e-01 1.349504e-06 8.131277e-03 displacement 4.615195e+00 1.609363e-04 4.769161e-06 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.608457 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 2.603946e-06 0.000000e+00 energy 8.131277e-01 3.895793e-06 8.131277e-03 displacement 4.615195e+00 1.803182e-04 4.811060e-06 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 2.536047e-06 0.000000e+00 energy 8.131277e-01 2.450551e-06 8.131277e-03 displacement 4.615195e+00 5.152435e-05 4.810571e-06 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 4.088919e-07 0.000000e+00 energy 8.131277e-01 7.200323e-07 8.131277e-03 displacement 4.615195e+00 3.297285e-05 4.796771e-06 10 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 2.287965e-07 0.000000e+00 energy 8.131277e-01 2.513714e-07 8.131277e-03 displacement 4.615195e+00 5.061064e-06 4.800841e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320390 11 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.956142e+00 4.649049e-11 0.000000e+00 energy 8.131277e-01 1.486545e-10 8.131277e-03 displacement 4.615195e+00 8.016328e-07 4.801307e-06 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320390 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 3.522663e+00 3.895681e-03 0.000000e+00 energy 9.345057e-01 8.999464e-03 9.345057e-03 displacement 5.233989e+00 5.233989e+00 5.233989e-06 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.568220 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 1.455171e-02 0.000000e+00 energy 9.345057e-01 1.005564e-02 9.345057e-03 displacement 5.233989e+00 1.050813e+00 9.492723e-06 3 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 1.163085e-03 0.000000e+00 energy 9.345057e-01 1.752181e-03 9.345057e-03 displacement 5.233989e+00 8.569230e-02 8.130557e-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 3.522663e+00 9.698822e-04 0.000000e+00 energy 9.345057e-01 7.638642e-05 9.345057e-03 displacement 5.233989e+00 4.934053e-01 5.318075e-06 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.188797 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 6.502468e-04 0.000000e+00 energy 9.345057e-01 5.135146e-05 9.345057e-03 displacement 5.233989e+00 5.091362e-03 5.291679e-06 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.275982 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 3.490638e-04 0.000000e+00 energy 9.345057e-01 7.484466e-05 9.345057e-03 displacement 5.233989e+00 6.790936e-04 5.264937e-06 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.629629 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 1.592593e-04 0.000000e+00 energy 9.345057e-01 9.689077e-05 9.345057e-03 displacement 5.233989e+00 2.046023e-02 5.692976e-06 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 5.406715e-05 0.000000e+00 energy 9.345057e-01 1.549535e-05 9.345057e-03 displacement 5.233989e+00 1.392273e-03 5.613404e-06 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 2.494400e-05 0.000000e+00 energy 9.345057e-01 5.448153e-06 9.345057e-03 displacement 5.233989e+00 9.378316e-04 5.562249e-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 3.522663e+00 5.312992e-06 0.000000e+00 energy 9.345057e-01 3.131353e-06 9.345057e-03 displacement 5.233989e+00 4.323228e-04 5.507532e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320390 11 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.571242 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 1.591809e-06 0.000000e+00 energy 9.345057e-01 5.273504e-07 9.345057e-03 displacement 5.233989e+00 6.805114e-05 5.490516e-06 12 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 9.169517e-07 0.000000e+00 energy 9.345057e-01 1.144298e-06 9.345057e-03 displacement 5.233989e+00 2.990887e-05 5.503582e-06 13 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.522663e+00 2.466118e-07 0.000000e+00 energy 9.345057e-01 2.680626e-07 9.345057e-03 displacement 5.233989e+00 4.799925e-06 5.501195e-06 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320390 1 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 9.957190e-03 0.000000e+00 energy 1.033797e+00 1.293596e-02 1.033797e-02 displacement 6.101541e+00 6.101541e+00 6.101541e-06 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.529435 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 9.341700e-02 0.000000e+00 energy 1.033797e+00 3.762655e-02 1.033797e-02 displacement 6.101541e+00 4.386926e+00 1.709063e-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 4.075114e+00 1.172811e-02 0.000000e+00 energy 1.033797e+00 5.148746e-03 1.033797e-02 displacement 6.101541e+00 2.229837e-01 1.492543e-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 4.075114e+00 2.046366e-02 0.000000e+00 energy 1.033797e+00 3.581222e-03 1.033797e-02 displacement 6.101541e+00 2.906134e+00 6.221388e-06 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.364229 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 1.033479e-02 0.000000e+00 energy 1.033797e+00 3.450362e-04 1.033797e-02 displacement 6.101541e+00 4.057227e-02 5.937861e-06 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 3.062105e-03 0.000000e+00 energy 1.033797e+00 1.643209e-03 1.033797e-02 displacement 6.101541e+00 2.908012e-01 7.901335e-06 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 1.044212e-03 0.000000e+00 energy 1.033797e+00 5.331037e-04 1.033797e-02 displacement 6.101541e+00 5.350810e-02 6.952314e-06 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.213113 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 7.320687e-04 0.000000e+00 energy 1.033797e+00 1.588138e-04 1.033797e-02 displacement 6.101541e+00 6.020223e-03 6.654850e-06 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.156392 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 4.705044e-04 0.000000e+00 energy 1.033797e+00 1.049049e-04 1.033797e-02 displacement 6.101541e+00 3.178262e-03 6.454227e-06 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.135984 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 2.847746e-04 0.000000e+00 energy 1.033797e+00 1.633830e-05 1.033797e-02 displacement 6.101541e+00 5.782560e-04 6.369277e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320444 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.447712 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 8.422930e-05 0.000000e+00 energy 1.033797e+00 7.517053e-07 1.033797e-02 displacement 6.101541e+00 4.009361e-04 6.324304e-06 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 0.451266 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 1.528411e-05 0.000000e+00 energy 1.033797e+00 6.499581e-06 1.033797e-02 displacement 6.101541e+00 1.151973e-04 6.326359e-06 13 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 2.458777e-05 0.000000e+00 energy 1.033797e+00 1.110519e-05 1.033797e-02 displacement 6.101541e+00 2.635742e-04 6.334321e-06 14 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 4.220146e-06 0.000000e+00 energy 1.033797e+00 3.396505e-07 1.033797e-02 displacement 6.101541e+00 7.918363e-05 6.325385e-06 15 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 3.971546e-06 0.000000e+00 energy 1.033797e+00 1.996159e-06 1.033797e-02 displacement 6.101541e+00 4.304541e-05 6.327287e-06 16 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 1.498879e-07 0.000000e+00 energy 1.033797e+00 1.641113e-07 1.033797e-02 displacement 6.101541e+00 1.135796e-05 6.329625e-06 17 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075114e+00 1.673318e-07 0.000000e+00 energy 1.033797e+00 1.396081e-08 1.033797e-02 displacement 6.101541e+00 1.022281e-06 6.329564e-06 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320444 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 4.464806e+00 5.585984e-04 0.000000e+00 energy 1.128339e+00 3.946968e-03 1.128339e-02 displacement 6.932992e+00 6.932992e+00 6.932992e-06 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.625964 convergence norms : INITIAL CURRENT REQUIRED residual 4.464806e+00 1.160782e-04 0.000000e+00 energy 1.128339e+00 2.392855e-04 1.128339e-02 displacement 6.932992e+00 1.117916e-02 7.264894e-06 3 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.464806e+00 4.833773e-05 0.000000e+00 energy 1.128339e+00 4.858418e-05 1.128339e-02 displacement 6.932992e+00 2.779843e-03 7.098193e-06 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.452836 convergence norms : INITIAL CURRENT REQUIRED residual 4.464806e+00 1.230259e-05 0.000000e+00 energy 1.128339e+00 8.051208e-06 1.128339e-02 displacement 6.932992e+00 1.552208e-03 6.948901e-06 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.366888 convergence norms : INITIAL CURRENT REQUIRED residual 4.464806e+00 3.821824e-06 0.000000e+00 energy 1.128339e+00 3.170533e-06 1.128339e-02 displacement 6.932992e+00 1.609336e-04 6.905066e-06 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.635256 convergence norms : INITIAL CURRENT REQUIRED residual 4.464806e+00 6.683015e-07 0.000000e+00 energy 1.128339e+00 2.885264e-07 1.128339e-02 displacement 6.932992e+00 8.195803e-06 6.904771e-06 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.491322 convergence norms : INITIAL CURRENT REQUIRED residual 4.464806e+00 5.237625e-07 0.000000e+00 energy 1.128339e+00 2.872185e-07 1.128339e-02 displacement 6.932992e+00 4.317137e-06 6.907372e-06 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320624 1 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 4.583488e-03 0.000000e+00 energy 1.269819e+00 1.420626e-02 1.269819e-02 displacement 7.445793e+00 7.445793e+00 7.445793e-06 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.282858 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 1.209059e-02 0.000000e+00 energy 1.269819e+00 1.136720e-02 1.269819e-02 displacement 7.445793e+00 3.947491e-01 9.468497e-06 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.624289 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 1.290340e-02 0.000000e+00 energy 1.269819e+00 9.514778e-03 1.269819e-02 displacement 7.445793e+00 6.404537e-01 1.363419e-05 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 2.172841e-03 0.000000e+00 energy 1.269819e+00 3.510589e-03 1.269819e-02 displacement 7.445793e+00 2.984087e-01 1.051379e-05 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 3.696166e-03 0.000000e+00 energy 1.269819e+00 4.044856e-03 1.269819e-02 displacement 7.445793e+00 6.464983e-01 7.137228e-06 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 2.318051e-03 0.000000e+00 energy 1.269819e+00 2.632720e-03 1.269819e-02 displacement 7.445793e+00 4.263617e-02 7.722484e-06 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.566790 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 4.007794e-03 0.000000e+00 energy 1.269819e+00 4.410712e-03 1.269819e-02 displacement 7.445793e+00 4.654203e-01 1.073478e-05 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 4.956595e-04 0.000000e+00 energy 1.269819e+00 1.498873e-03 1.269819e-02 displacement 7.445793e+00 1.299622e-01 9.042675e-06 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.365445 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 2.809989e-04 0.000000e+00 energy 1.269819e+00 4.175580e-04 1.269819e-02 displacement 7.445793e+00 3.385558e-02 8.186434e-06 10 Nonlinear solution status: time= 1.44 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.309982 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 1.465849e-04 0.000000e+00 energy 1.269819e+00 1.408302e-04 1.269819e-02 displacement 7.445793e+00 6.806414e-03 7.853524e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320624 11 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.251156 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 5.812707e-05 0.000000e+00 energy 1.269819e+00 6.399102e-05 1.269819e-02 displacement 7.445793e+00 2.259229e-03 7.696113e-06 12 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.122416 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 3.418272e-05 0.000000e+00 energy 1.269819e+00 6.388207e-06 1.269819e-02 displacement 7.445793e+00 1.890454e-04 7.659238e-06 13 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.210042 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 3.357146e-05 0.000000e+00 energy 1.269819e+00 6.973903e-06 1.269819e-02 displacement 7.445793e+00 1.170795e-04 7.627556e-06 14 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.490503 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 7.839791e-06 0.000000e+00 energy 1.269819e+00 5.330040e-06 1.269819e-02 displacement 7.445793e+00 1.496437e-04 7.635494e-06 15 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 0.555448 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 5.916450e-06 0.000000e+00 energy 1.269819e+00 3.505422e-06 1.269819e-02 displacement 7.445793e+00 5.997010e-05 7.655102e-06 16 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 31 stiffness matrix reformations = 2 step from line search = 0.532496 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 3.400341e-06 0.000000e+00 energy 1.269819e+00 1.343194e-06 1.269819e-02 displacement 7.445793e+00 2.083829e-05 7.672460e-06 17 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 33 stiffness matrix reformations = 2 step from line search = 0.582125 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 4.607902e-07 0.000000e+00 energy 1.269819e+00 5.874498e-08 1.269819e-02 displacement 7.445793e+00 2.474809e-05 7.659218e-06 18 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 5.402636e-07 0.000000e+00 energy 1.269819e+00 5.452218e-07 1.269819e-02 displacement 7.445793e+00 9.168010e-06 7.653824e-06 19 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 35 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.221029e+00 4.497680e-07 0.000000e+00 energy 1.269819e+00 3.890672e-07 1.269819e-02 displacement 7.445793e+00 5.143004e-06 7.654091e-06 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320624 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 6.314839e+00 1.697304e-02 0.000000e+00 energy 1.420642e+00 1.767592e-02 1.420642e-02 displacement 8.144476e+00 8.144476e+00 8.144476e-06 2 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.476938 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 1.878447e-01 0.000000e+00 energy 1.420642e+00 6.255401e-02 1.420642e-02 displacement 8.144476e+00 6.170355e+00 2.314269e-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 6.314839e+00 2.306632e-02 0.000000e+00 energy 1.420642e+00 7.265887e-03 1.420642e-02 displacement 8.144476e+00 3.471221e-01 1.972227e-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 6.314839e+00 2.706634e-02 0.000000e+00 energy 1.420642e+00 2.552103e-03 1.420642e-02 displacement 8.144476e+00 3.173007e+00 9.196154e-06 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 2.636207e-03 0.000000e+00 energy 1.420642e+00 1.835113e-03 1.420642e-02 displacement 8.144476e+00 1.256552e-01 8.754561e-06 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 2.557269e-03 0.000000e+00 energy 1.420642e+00 8.456676e-04 1.420642e-02 displacement 8.144476e+00 1.740339e-01 1.000018e-05 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 1.056672e-03 0.000000e+00 energy 1.420642e+00 2.532627e-04 1.420642e-02 displacement 8.144476e+00 3.909994e-02 9.052204e-06 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.152674 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 6.212053e-04 0.000000e+00 energy 1.420642e+00 4.800253e-05 1.420642e-02 displacement 8.144476e+00 1.146642e-02 8.639169e-06 9 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.303630 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 3.638860e-04 0.000000e+00 energy 1.420642e+00 3.228319e-05 1.420642e-02 displacement 8.144476e+00 2.181762e-03 8.509587e-06 10 Nonlinear solution status: time= 1.45 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 9.229424e-04 0.000000e+00 energy 1.420642e+00 4.048709e-04 1.420642e-02 displacement 8.144476e+00 1.139797e-02 8.770928e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320624 11 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.260413 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 5.564051e-04 0.000000e+00 energy 1.420642e+00 6.529046e-06 1.420642e-02 displacement 8.144476e+00 2.515480e-03 8.564091e-06 12 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.169433 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 3.349539e-04 0.000000e+00 energy 1.420642e+00 4.380709e-05 1.420642e-02 displacement 8.144476e+00 8.956792e-04 8.498881e-06 13 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.305454 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 6.676921e-05 0.000000e+00 energy 1.420642e+00 4.393973e-05 1.420642e-02 displacement 8.144476e+00 1.485430e-03 8.462701e-06 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 6.314839e+00 4.835344e-05 0.000000e+00 energy 1.420642e+00 4.826611e-05 1.420642e-02 displacement 8.144476e+00 9.877639e-04 8.582124e-06 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 6.314839e+00 2.960688e-05 0.000000e+00 energy 1.420642e+00 2.576170e-05 1.420642e-02 displacement 8.144476e+00 8.081374e-04 8.573052e-06 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 6.314839e+00 2.549526e-05 0.000000e+00 energy 1.420642e+00 2.147702e-05 1.420642e-02 displacement 8.144476e+00 6.795971e-04 8.470715e-06 17 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 4.300310e-06 0.000000e+00 energy 1.420642e+00 3.039592e-06 1.420642e-02 displacement 8.144476e+00 8.540126e-05 8.499629e-06 18 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.597548 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 1.457597e-06 0.000000e+00 energy 1.420642e+00 7.234331e-07 1.420642e-02 displacement 8.144476e+00 4.323054e-05 8.522496e-06 19 Nonlinear solution status: time= 1.45 stiffness updates = 8 right hand side evaluations = 29 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 4.880406e-07 0.000000e+00 energy 1.420642e+00 3.203196e-07 1.420642e-02 displacement 8.144476e+00 1.076126e-05 8.507742e-06 20 Nonlinear solution status: time= 1.45 stiffness updates = 9 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.314839e+00 3.231843e-07 0.000000e+00 energy 1.420642e+00 2.400648e-07 1.420642e-02 displacement 8.144476e+00 3.953307e-06 8.510849e-06 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320696 1 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 1.615382e-03 0.000000e+00 energy 1.673605e+00 5.429877e-03 1.673605e-02 displacement 9.239468e+00 9.239468e+00 9.239468e-06 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594969 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 4.770282e-03 0.000000e+00 energy 1.673605e+00 5.562329e-03 1.673605e-02 displacement 9.239468e+00 4.881051e-01 1.202745e-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 7.888519e+00 2.665560e-04 0.000000e+00 energy 1.673605e+00 9.481772e-04 1.673605e-02 displacement 9.239468e+00 5.543172e-02 1.094801e-05 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.426750 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 5.018107e-04 0.000000e+00 energy 1.673605e+00 5.026080e-04 1.673605e-02 displacement 9.239468e+00 5.060876e-02 1.001216e-05 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.386838 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 2.117332e-04 0.000000e+00 energy 1.673605e+00 1.602792e-04 1.673605e-02 displacement 9.239468e+00 1.090944e-02 9.647059e-06 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.163818 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 1.048770e-04 0.000000e+00 energy 1.673605e+00 3.145629e-05 1.673605e-02 displacement 9.239468e+00 2.677876e-03 9.479955e-06 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.458685 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 4.402634e-05 0.000000e+00 energy 1.673605e+00 1.494370e-05 1.673605e-02 displacement 9.239468e+00 9.841317e-04 9.364705e-06 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 2.151328e-05 0.000000e+00 energy 1.673605e+00 8.478936e-06 1.673605e-02 displacement 9.239468e+00 5.056746e-04 9.311173e-06 9 Nonlinear solution status: time= 1.46 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.529275 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 1.750567e-05 0.000000e+00 energy 1.673605e+00 7.185703e-06 1.673605e-02 displacement 9.239468e+00 2.059819e-04 9.332706e-06 10 Nonlinear solution status: time= 1.46 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 2.200137e-06 0.000000e+00 energy 1.673605e+00 1.369029e-06 1.673605e-02 displacement 9.239468e+00 4.152393e-04 9.400299e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320696 11 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 5.482487e-10 0.000000e+00 energy 1.673605e+00 1.443611e-09 1.673605e-02 displacement 9.239468e+00 1.689704e-05 9.386671e-06 12 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.888519e+00 2.871292e-11 0.000000e+00 energy 1.673605e+00 7.624915e-11 1.673605e-02 displacement 9.239468e+00 5.777967e-08 9.387062e-06 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320696 1 Nonlinear solution status: time= 1.47 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 8.084326e-04 0.000000e+00 energy 1.812918e+00 5.386604e-03 1.812918e-02 displacement 9.903510e+00 9.903510e+00 9.903510e-06 2 Nonlinear solution status: time= 1.47 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 5.828354e-04 0.000000e+00 energy 1.812918e+00 1.593915e-03 1.812918e-02 displacement 9.903510e+00 1.455746e-01 1.170340e-05 3 Nonlinear solution status: time= 1.47 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 1.203116e-04 0.000000e+00 energy 1.812918e+00 4.030103e-04 1.812918e-02 displacement 9.903510e+00 4.059090e-02 1.065660e-05 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.402695 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 2.613759e-05 0.000000e+00 energy 1.812918e+00 9.805118e-05 1.812918e-02 displacement 9.903510e+00 1.050202e-02 1.015448e-05 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.352284 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 7.821507e-06 0.000000e+00 energy 1.812918e+00 1.316944e-05 1.812918e-02 displacement 9.903510e+00 1.360704e-03 1.000048e-05 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.496274 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 3.969592e-06 0.000000e+00 energy 1.812918e+00 4.008684e-06 1.812918e-02 displacement 9.903510e+00 2.824177e-04 9.932596e-06 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.612125 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 1.014439e-06 0.000000e+00 energy 1.812918e+00 1.093291e-06 1.812918e-02 displacement 9.903510e+00 4.534336e-05 9.960892e-06 8 Nonlinear solution status: time= 1.47 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.418847 convergence norms : INITIAL CURRENT REQUIRED residual 8.762671e+00 7.574714e-07 0.000000e+00 energy 1.812918e+00 7.314891e-07 1.812918e-02 displacement 9.903510e+00 7.500685e-06 9.961921e-06 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320840 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 9.176479e+00 7.893530e-04 0.000000e+00 energy 1.923136e+00 4.840012e-03 1.923136e-02 displacement 1.113090e+01 1.113090e+01 1.113090e-05 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.635357 convergence norms : INITIAL CURRENT REQUIRED residual 9.176479e+00 2.806351e-04 0.000000e+00 energy 1.923136e+00 3.545606e-04 1.923136e-02 displacement 1.113090e+01 1.742872e-02 1.163501e-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 9.176479e+00 5.562311e-05 0.000000e+00 energy 1.923136e+00 8.622890e-05 1.923136e-02 displacement 1.113090e+01 4.490185e-03 1.130852e-05 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.444076 convergence norms : INITIAL CURRENT REQUIRED residual 9.176479e+00 1.087690e-05 0.000000e+00 energy 1.923136e+00 1.409742e-06 1.923136e-02 displacement 1.113090e+01 3.989266e-03 1.098275e-05 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.339244 convergence norms : INITIAL CURRENT REQUIRED residual 9.176479e+00 3.272010e-06 0.000000e+00 energy 1.923136e+00 3.787754e-07 1.923136e-02 displacement 1.113090e+01 2.358426e-04 1.092390e-05 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.578046 convergence norms : INITIAL CURRENT REQUIRED residual 9.176479e+00 4.665807e-07 0.000000e+00 energy 1.923136e+00 1.904609e-07 1.923136e-02 displacement 1.113090e+01 2.354659e-05 1.091041e-05 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.176479e+00 9.425309e-08 0.000000e+00 energy 1.923136e+00 1.016771e-07 1.923136e-02 displacement 1.113090e+01 4.389170e-06 1.091969e-05 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28320948 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 1.027555e+01 6.115282e-03 0.000000e+00 energy 2.092087e+00 1.631408e-02 2.092087e-02 displacement 1.149086e+01 1.149086e+01 1.149086e-05 2 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.578942 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 2.059070e-02 0.000000e+00 energy 2.092087e+00 1.516560e-02 2.092087e-02 displacement 1.149086e+01 1.947444e+00 2.056787e-05 3 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 1.657295e-03 0.000000e+00 energy 2.092087e+00 2.178035e-03 2.092087e-02 displacement 1.149086e+01 8.647850e-02 1.903779e-05 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.598227 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 1.598687e-03 0.000000e+00 energy 2.092087e+00 1.160028e-03 2.092087e-02 displacement 1.149086e+01 5.143629e-01 1.414498e-05 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.356497 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 7.632782e-04 0.000000e+00 energy 2.092087e+00 2.794555e-04 2.092087e-02 displacement 1.149086e+01 5.636600e-02 1.289076e-05 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.179817 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 4.409859e-04 0.000000e+00 energy 2.092087e+00 1.552524e-04 2.092087e-02 displacement 1.149086e+01 1.487892e-02 1.229102e-05 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.150284 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 1.688059e-04 0.000000e+00 energy 2.092087e+00 2.047912e-05 2.092087e-02 displacement 1.149086e+01 6.669240e-03 1.193030e-05 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.538426 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 7.797267e-05 0.000000e+00 energy 2.092087e+00 7.982757e-06 2.092087e-02 displacement 1.149086e+01 8.363323e-04 1.184523e-05 9 Nonlinear solution status: time= 1.49 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.563771 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 4.111573e-05 0.000000e+00 energy 2.092087e+00 2.217941e-06 2.092087e-02 displacement 1.149086e+01 1.197205e-03 1.183772e-05 10 Nonlinear solution status: time= 1.49 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.276393 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 7.105926e-05 0.000000e+00 energy 2.092087e+00 1.839373e-05 2.092087e-02 displacement 1.149086e+01 4.181005e-04 1.192342e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321146 11 Nonlinear solution status: time= 1.49 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.409612 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 2.452289e-05 0.000000e+00 energy 2.092087e+00 5.140013e-06 2.092087e-02 displacement 1.149086e+01 2.290845e-04 1.186832e-05 12 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.633006 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 4.428886e-06 0.000000e+00 energy 2.092087e+00 5.716344e-06 2.092087e-02 displacement 1.149086e+01 8.763420e-04 1.194469e-05 13 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.597881 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 4.077458e-06 0.000000e+00 energy 2.092087e+00 2.378955e-06 2.092087e-02 displacement 1.149086e+01 5.714479e-05 1.193656e-05 14 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 3.886312e-07 0.000000e+00 energy 2.092087e+00 5.392474e-09 2.092087e-02 displacement 1.149086e+01 3.812307e-05 1.192485e-05 15 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027555e+01 1.012782e-07 0.000000e+00 energy 2.092087e+00 1.079157e-07 2.092087e-02 displacement 1.149086e+01 4.613489e-06 1.192695e-05 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321164 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 1.195025e+01 3.061683e-03 0.000000e+00 energy 2.383193e+00 1.004922e-02 2.383193e-02 displacement 1.297691e+01 1.297691e+01 1.297691e-05 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.578887 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 1.354822e-02 0.000000e+00 energy 2.383193e+00 1.230464e-02 2.383193e-02 displacement 1.297691e+01 1.040461e+00 1.809289e-05 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 9.714502e-04 0.000000e+00 energy 2.383193e+00 2.357419e-03 2.383193e-02 displacement 1.297691e+01 1.209090e-01 1.602912e-05 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 1.050531e-03 0.000000e+00 energy 2.383193e+00 2.416737e-04 2.383193e-02 displacement 1.297691e+01 5.850459e-01 1.228043e-05 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.356981 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 6.342089e-04 0.000000e+00 energy 2.383193e+00 6.300815e-05 2.383193e-02 displacement 1.297691e+01 1.928699e-03 1.240222e-05 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.500157 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 5.176928e-04 0.000000e+00 energy 2.383193e+00 3.650041e-04 2.383193e-02 displacement 1.297691e+01 5.572974e-02 1.340631e-05 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 7.196614e-05 0.000000e+00 energy 2.383193e+00 3.046248e-05 2.383193e-02 displacement 1.297691e+01 9.117426e-03 1.303364e-05 8 Nonlinear solution status: time= 1.5 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.425897 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 2.405252e-05 0.000000e+00 energy 2.383193e+00 1.951061e-05 2.383193e-02 displacement 1.297691e+01 1.288083e-03 1.289667e-05 9 Nonlinear solution status: time= 1.5 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 4.760122e-06 0.000000e+00 energy 2.383193e+00 3.820853e-06 2.383193e-02 displacement 1.297691e+01 1.854854e-04 1.286434e-05 10 Nonlinear solution status: time= 1.5 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.282014 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 2.882591e-06 0.000000e+00 energy 2.383193e+00 7.448135e-07 2.383193e-02 displacement 1.297691e+01 1.749904e-05 1.287446e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321290 11 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 4.295813e-10 0.000000e+00 energy 2.383193e+00 1.458431e-09 2.383193e-02 displacement 1.297691e+01 1.946951e-05 1.288805e-05 12 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195025e+01 7.834174e-13 0.000000e+00 energy 2.383193e+00 4.537644e-12 2.383193e-02 displacement 1.297691e+01 5.316295e-09 1.288792e-05 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321290 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 1.240689e+01 3.043307e-03 0.000000e+00 energy 2.492059e+00 1.151196e-02 2.492059e-02 displacement 1.370096e+01 1.370096e+01 1.370096e-05 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.609258 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 3.057630e-03 0.000000e+00 energy 2.492059e+00 4.504207e-03 2.492059e-02 displacement 1.370096e+01 3.240239e-01 1.645383e-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 1.240689e+01 4.216904e-04 0.000000e+00 energy 2.492059e+00 5.617658e-04 2.492059e-02 displacement 1.370096e+01 4.073716e-02 1.545563e-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 1.240689e+01 1.511593e-03 0.000000e+00 energy 2.492059e+00 8.081049e-04 2.492059e-02 displacement 1.370096e+01 1.785034e-01 1.322319e-05 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.373308 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 1.024357e-03 0.000000e+00 energy 2.492059e+00 2.846695e-04 2.492059e-02 displacement 1.370096e+01 3.988482e-03 1.333164e-05 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 4.647063e-04 0.000000e+00 energy 2.492059e+00 8.005099e-04 2.492059e-02 displacement 1.370096e+01 9.609738e-02 1.498974e-05 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 1.210307e-04 0.000000e+00 energy 2.492059e+00 2.377581e-04 2.492059e-02 displacement 1.370096e+01 2.178960e-02 1.417096e-05 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.345230 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 4.458448e-05 0.000000e+00 energy 2.492059e+00 4.052046e-05 2.492059e-02 displacement 1.370096e+01 4.908154e-03 1.382071e-05 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.352687 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 4.691821e-05 0.000000e+00 energy 2.492059e+00 7.126313e-06 2.492059e-02 displacement 1.370096e+01 4.782900e-04 1.375565e-05 10 Nonlinear solution status: time= 1.51 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 5.105902e-05 0.000000e+00 energy 2.492059e+00 2.761320e-05 2.492059e-02 displacement 1.370096e+01 2.278749e-04 1.377026e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321398 11 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.510814 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 2.311240e-05 0.000000e+00 energy 2.492059e+00 8.511730e-06 2.492059e-02 displacement 1.370096e+01 1.621736e-04 1.374001e-05 12 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 1.774167e-05 0.000000e+00 energy 2.492059e+00 2.634256e-05 2.492059e-02 displacement 1.370096e+01 4.139763e-04 1.380084e-05 13 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 3.462234e-07 0.000000e+00 energy 2.492059e+00 7.006926e-07 2.492059e-02 displacement 1.370096e+01 9.246253e-05 1.377351e-05 14 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.240689e+01 2.082985e-08 0.000000e+00 energy 2.492059e+00 5.027910e-08 2.492059e-02 displacement 1.370096e+01 1.204336e-06 1.377190e-05 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321380 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 1.292014e+01 1.243557e-03 0.000000e+00 energy 2.611720e+00 7.308059e-03 2.611720e-02 displacement 1.485900e+01 1.485900e+01 1.485900e-05 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.626961 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 5.239404e-04 0.000000e+00 energy 2.611720e+00 1.233562e-03 2.611720e-02 displacement 1.485900e+01 9.893706e-02 1.669736e-05 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 9.596011e-05 0.000000e+00 energy 2.611720e+00 3.047989e-04 2.611720e-02 displacement 1.485900e+01 2.231323e-02 1.575518e-05 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.418375 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 2.626851e-05 0.000000e+00 energy 2.611720e+00 1.188375e-04 2.611720e-02 displacement 1.485900e+01 1.385110e-02 1.504190e-05 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.365589 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 1.064178e-05 0.000000e+00 energy 2.611720e+00 2.823149e-06 2.611720e-02 displacement 1.485900e+01 2.585801e-03 1.474819e-05 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.229602 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 4.246798e-06 0.000000e+00 energy 2.611720e+00 8.679737e-07 2.611720e-02 displacement 1.485900e+01 2.966279e-04 1.468627e-05 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.357371 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 3.699833e-06 0.000000e+00 energy 2.611720e+00 1.109711e-06 2.611720e-02 displacement 1.485900e+01 4.632226e-05 1.468697e-05 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.241307 convergence norms : INITIAL CURRENT REQUIRED residual 1.292014e+01 1.883425e-06 0.000000e+00 energy 2.611720e+00 4.479468e-07 2.611720e-02 displacement 1.485900e+01 1.253808e-05 1.469573e-05 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321398 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 1.402583e+01 4.913554e-02 0.000000e+00 energy 2.829030e+00 3.010382e-02 2.829030e-02 displacement 1.592221e+01 1.592221e+01 1.592221e-05 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.348720 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 5.682212e-01 0.000000e+00 energy 2.829030e+00 1.434400e-01 2.829030e-02 displacement 1.592221e+01 1.345587e+01 4.397151e-05 3 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.278359e-01 0.000000e+00 energy 2.829030e+00 5.903087e-03 2.829030e-02 displacement 1.592221e+01 7.355540e-01 3.957658e-05 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.931827e-01 0.000000e+00 energy 2.829030e+00 9.639513e-03 2.829030e-02 displacement 1.592221e+01 5.639825e+00 1.954849e-05 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.787566e-02 0.000000e+00 energy 2.829030e+00 3.000120e-04 2.829030e-02 displacement 1.592221e+01 7.621425e-01 1.743280e-05 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.560512e-02 0.000000e+00 energy 2.829030e+00 4.359117e-03 2.829030e-02 displacement 1.592221e+01 1.791246e-01 1.684500e-05 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.047392e-02 0.000000e+00 energy 2.829030e+00 5.061141e-03 2.829030e-02 displacement 1.592221e+01 2.041503e-01 1.782584e-05 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.544524 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 5.285183e-03 0.000000e+00 energy 2.829030e+00 1.508782e-03 2.829030e-02 displacement 1.592221e+01 9.917046e-02 1.887200e-05 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 8.933156e-03 0.000000e+00 energy 2.829030e+00 3.241074e-03 2.829030e-02 displacement 1.592221e+01 1.439212e-01 1.794376e-05 10 Nonlinear solution status: time= 1.53 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.972420e-03 0.000000e+00 energy 2.829030e+00 1.290033e-03 2.829030e-02 displacement 1.592221e+01 6.808970e-02 1.724453e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321434 11 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.236849 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.732811e-03 0.000000e+00 energy 2.829030e+00 5.536109e-04 2.829030e-02 displacement 1.592221e+01 9.501060e-03 1.689111e-05 12 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.214468 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.073354e-03 0.000000e+00 energy 2.829030e+00 3.771985e-05 2.829030e-02 displacement 1.592221e+01 4.827696e-03 1.669658e-05 13 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.178766 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 3.535674e-04 0.000000e+00 energy 2.829030e+00 2.476661e-04 2.829030e-02 displacement 1.592221e+01 8.084353e-03 1.655928e-05 14 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.239990 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.537393e-04 0.000000e+00 energy 2.829030e+00 2.106235e-04 2.829030e-02 displacement 1.592221e+01 2.434271e-03 1.661124e-05 15 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.021108e-04 0.000000e+00 energy 2.829030e+00 2.302628e-04 2.829030e-02 displacement 1.592221e+01 1.032057e-02 1.709728e-05 16 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.511985 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.069571e-04 0.000000e+00 energy 2.829030e+00 2.682041e-05 2.829030e-02 displacement 1.592221e+01 2.707589e-03 1.679631e-05 17 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 0.420896 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 3.424208e-05 0.000000e+00 energy 2.829030e+00 1.393358e-05 2.829030e-02 displacement 1.592221e+01 2.455579e-03 1.650364e-05 18 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.197541 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 3.126157e-05 0.000000e+00 energy 2.829030e+00 7.587345e-06 2.829030e-02 displacement 1.592221e+01 3.674340e-04 1.640134e-05 19 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 32 stiffness matrix reformations = 2 step from line search = 0.379169 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.740048e-05 0.000000e+00 energy 2.829030e+00 1.337674e-05 2.829030e-02 displacement 1.592221e+01 2.721165e-04 1.640687e-05 20 Nonlinear solution status: time= 1.53 stiffness updates = 9 right hand side evaluations = 34 stiffness matrix reformations = 2 step from line search = 0.624856 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 1.029787e-05 0.000000e+00 energy 2.829030e+00 5.196953e-06 2.829030e-02 displacement 1.592221e+01 2.522521e-04 1.648334e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321452 21 Nonlinear solution status: time= 1.53 stiffness updates = 0 right hand side evaluations = 36 stiffness matrix reformations = 3 step from line search = 0.624089 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 3.855593e-06 0.000000e+00 energy 2.829030e+00 9.600208e-07 2.829030e-02 displacement 1.592221e+01 2.062546e-05 1.648104e-05 22 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 0.546150 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.302346e-06 0.000000e+00 energy 2.829030e+00 3.632697e-06 2.829030e-02 displacement 1.592221e+01 4.538198e-05 1.649048e-05 23 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 39 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.402583e+01 2.166735e-07 0.000000e+00 energy 2.829030e+00 2.904230e-07 2.829030e-02 displacement 1.592221e+01 8.374709e-06 1.648739e-05 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321452 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 1.507911e+01 9.960268e-03 0.000000e+00 energy 3.054955e+00 1.843668e-02 3.054955e-02 displacement 1.800331e+01 1.800331e+01 1.800331e-05 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.511024 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 9.299016e-02 0.000000e+00 energy 3.054955e+00 4.198237e-02 3.054955e-02 displacement 1.800331e+01 6.622615e+00 3.725430e-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 1.507911e+01 1.371669e-02 0.000000e+00 energy 3.054955e+00 5.704243e-03 3.054955e-02 displacement 1.800331e+01 6.437193e-01 2.989518e-05 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 1.102352e-02 0.000000e+00 energy 3.054955e+00 2.166881e-03 3.054955e-02 displacement 1.800331e+01 3.005934e+00 1.814468e-05 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.259138 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 6.462866e-03 0.000000e+00 energy 3.054955e+00 1.116963e-04 3.054955e-02 displacement 1.800331e+01 1.793150e-02 1.830506e-05 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.500325 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 1.657445e-03 0.000000e+00 energy 3.054955e+00 9.114232e-04 3.054955e-02 displacement 1.800331e+01 2.482031e-02 1.908055e-05 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.257146 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 4.970537e-03 0.000000e+00 energy 3.054955e+00 1.553904e-03 3.054955e-02 displacement 1.800331e+01 1.446882e-01 2.111462e-05 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 4.963901e-04 0.000000e+00 energy 3.054955e+00 5.044185e-04 3.054955e-02 displacement 1.800331e+01 5.340473e-02 1.968744e-05 9 Nonlinear solution status: time= 1.54 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.254955 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 1.573297e-04 0.000000e+00 energy 3.054955e+00 1.265671e-04 3.054955e-02 displacement 1.800331e+01 9.425505e-03 1.906435e-05 10 Nonlinear solution status: time= 1.54 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.196147 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 6.485168e-05 0.000000e+00 energy 3.054955e+00 1.820667e-05 3.054955e-02 displacement 1.800331e+01 4.505357e-03 1.865227e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321452 11 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.199872 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 3.064886e-05 0.000000e+00 energy 3.054955e+00 1.813149e-05 3.054955e-02 displacement 1.800331e+01 1.632574e-03 1.844388e-05 12 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.070545 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 2.660220e-05 0.000000e+00 energy 3.054955e+00 3.948807e-06 3.054955e-02 displacement 1.800331e+01 1.212179e-04 1.840018e-05 13 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.179734 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 1.861090e-05 0.000000e+00 energy 3.054955e+00 1.490063e-06 3.054955e-02 displacement 1.800331e+01 8.741055e-05 1.835668e-05 14 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 28 stiffness matrix reformations = 2 step from line search = 0.632322 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 1.156395e-06 0.000000e+00 energy 3.054955e+00 1.941029e-06 3.054955e-02 displacement 1.800331e+01 1.636943e-04 1.831175e-05 15 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 30 stiffness matrix reformations = 2 step from line search = 0.600427 convergence norms : INITIAL CURRENT REQUIRED residual 1.507911e+01 3.807670e-07 0.000000e+00 energy 3.054955e+00 9.263421e-08 3.054955e-02 displacement 1.800331e+01 4.035367e-06 1.831994e-05 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321686 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 1.593997e+01 1.797244e-03 0.000000e+00 energy 3.231547e+00 9.078100e-03 3.231547e-02 displacement 2.081974e+01 2.081974e+01 2.081974e-05 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.581108 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 1.156510e-03 0.000000e+00 energy 3.231547e+00 2.671026e-03 3.231547e-02 displacement 2.081974e+01 1.793919e-01 2.311786e-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 1.593997e+01 1.995190e-04 0.000000e+00 energy 3.231547e+00 2.785602e-04 3.231547e-02 displacement 2.081974e+01 2.757445e-02 2.236491e-05 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.494136 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 1.640786e-04 0.000000e+00 energy 3.231547e+00 2.656204e-04 3.231547e-02 displacement 2.081974e+01 2.835452e-02 2.137175e-05 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.346908 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 1.001178e-04 0.000000e+00 energy 3.231547e+00 6.639492e-05 3.231547e-02 displacement 2.081974e+01 3.247890e-03 2.116090e-05 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.176194 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 5.246934e-05 0.000000e+00 energy 3.231547e+00 1.508349e-05 3.231547e-02 displacement 2.081974e+01 6.254774e-04 2.104540e-05 7 Nonlinear solution status: time= 1.55 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 2.627630e-05 0.000000e+00 energy 3.231547e+00 6.841506e-06 3.231547e-02 displacement 2.081974e+01 7.307713e-04 2.089223e-05 8 Nonlinear solution status: time= 1.55 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 3.013052e-05 0.000000e+00 energy 3.231547e+00 1.794468e-05 3.231547e-02 displacement 2.081974e+01 1.034955e-03 2.107728e-05 9 Nonlinear solution status: time= 1.55 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 3.639269e-06 0.000000e+00 energy 3.231547e+00 5.427046e-07 3.231547e-02 displacement 2.081974e+01 3.254768e-04 2.100905e-05 10 Nonlinear solution status: time= 1.55 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.632497 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 6.076654e-07 0.000000e+00 energy 3.231547e+00 5.060930e-07 3.231547e-02 displacement 2.081974e+01 6.578477e-05 2.096144e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321848 11 Nonlinear solution status: time= 1.55 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 2.102985e-09 0.000000e+00 energy 3.231547e+00 1.574167e-10 3.231547e-02 displacement 2.081974e+01 4.100033e-05 2.093448e-05 12 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.593997e+01 7.889140e-11 0.000000e+00 energy 3.231547e+00 4.635750e-10 3.231547e-02 displacement 2.081974e+01 4.399880e-07 2.093169e-05 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321848 1 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 1.118881e-03 0.000000e+00 energy 3.404525e+00 4.581878e-03 3.404525e-02 displacement 2.252211e+01 2.252211e+01 2.252211e-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 1.679721e+01 5.246031e-04 0.000000e+00 energy 3.404525e+00 1.129946e-03 3.404525e-02 displacement 2.252211e+01 8.991588e-02 2.450944e-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 1.679721e+01 9.387984e-05 0.000000e+00 energy 3.404525e+00 2.636499e-04 3.404525e-02 displacement 2.252211e+01 4.088673e-02 2.301270e-05 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.461857 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 1.462575e-05 0.000000e+00 energy 3.404525e+00 1.736963e-06 3.404525e-02 displacement 2.252211e+01 1.447379e-02 2.215114e-05 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.491870 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 9.851926e-06 0.000000e+00 energy 3.404525e+00 1.613104e-05 3.404525e-02 displacement 2.252211e+01 5.045296e-04 2.203387e-05 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 2.759813e-06 0.000000e+00 energy 3.404525e+00 3.842433e-06 3.404525e-02 displacement 2.252211e+01 2.111128e-04 2.212153e-05 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 3.358600e-06 0.000000e+00 energy 3.404525e+00 2.907157e-06 3.404525e-02 displacement 2.252211e+01 9.374179e-05 2.208300e-05 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 1.555871e-06 0.000000e+00 energy 3.404525e+00 1.936570e-06 3.404525e-02 displacement 2.252211e+01 5.404783e-05 2.204503e-05 9 Nonlinear solution status: time= 1.56 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 1.019902e-06 0.000000e+00 energy 3.404525e+00 1.480987e-06 3.404525e-02 displacement 2.252211e+01 4.442401e-05 2.205944e-05 10 Nonlinear solution status: time= 1.56 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 4.339391e-07 0.000000e+00 energy 3.404525e+00 4.165397e-07 3.404525e-02 displacement 2.252211e+01 2.562113e-05 2.208040e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28321956 11 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.679721e+01 1.074704e-07 0.000000e+00 energy 3.404525e+00 4.189657e-07 3.404525e-02 displacement 2.252211e+01 1.928909e-05 2.205708e-05 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322046 1 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 9.581569e-04 0.000000e+00 energy 3.581371e+00 5.233846e-03 3.581371e-02 displacement 2.388157e+01 2.388157e+01 2.388157e-05 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.548371 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 7.162077e-04 0.000000e+00 energy 3.581371e+00 3.111280e-04 3.581371e-02 displacement 2.388157e+01 1.375203e-02 2.398962e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.591506 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 4.830217e-04 0.000000e+00 energy 3.581371e+00 3.603899e-04 3.581371e-02 displacement 2.388157e+01 2.739883e-02 2.372971e-05 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 6.152540e-05 0.000000e+00 energy 3.581371e+00 1.133515e-04 3.581371e-02 displacement 2.388157e+01 1.150841e-02 2.314340e-05 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.439166 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 2.259698e-05 0.000000e+00 energy 3.581371e+00 1.979121e-05 3.581371e-02 displacement 2.388157e+01 8.528809e-04 2.309524e-05 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 1.974235e-05 0.000000e+00 energy 3.581371e+00 6.834234e-06 3.581371e-02 displacement 2.388157e+01 8.540129e-04 2.296319e-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 1.768330e+01 9.326007e-06 0.000000e+00 energy 3.581371e+00 3.683956e-06 3.581371e-02 displacement 2.388157e+01 5.602989e-04 2.308906e-05 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 4.541581e-06 0.000000e+00 energy 3.581371e+00 3.378944e-06 3.581371e-02 displacement 2.388157e+01 2.735908e-04 2.314754e-05 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 1.907548e-06 0.000000e+00 energy 3.581371e+00 1.598255e-06 3.581371e-02 displacement 2.388157e+01 3.004183e-04 2.305589e-05 10 Nonlinear solution status: time= 1.57 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.768330e+01 1.440197e-07 0.000000e+00 energy 3.581371e+00 2.302590e-07 3.581371e-02 displacement 2.388157e+01 1.827211e-05 2.307192e-05 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322280 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899031e+01 8.498666e-04 0.000000e+00 energy 3.823254e+00 2.876218e-03 3.823254e-02 displacement 2.462882e+01 2.462882e+01 2.462882e-05 2 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899031e+01 1.312946e-04 0.000000e+00 energy 3.823254e+00 1.587043e-04 3.823254e-02 displacement 2.462882e+01 1.954659e-02 2.457109e-05 3 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.899031e+01 4.202604e-05 0.000000e+00 energy 3.823254e+00 3.558301e-05 3.823254e-02 displacement 2.462882e+01 5.326250e-03 2.402095e-05 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.440384 convergence norms : INITIAL CURRENT REQUIRED residual 1.899031e+01 8.767377e-06 0.000000e+00 energy 3.823254e+00 2.088134e-06 3.823254e-02 displacement 2.462882e+01 1.109344e-03 2.377315e-05 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.512610 convergence norms : INITIAL CURRENT REQUIRED residual 1.899031e+01 3.354662e-06 0.000000e+00 energy 3.823254e+00 1.035140e-06 3.823254e-02 displacement 2.462882e+01 8.811369e-05 2.371159e-05 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.536362 convergence norms : INITIAL CURRENT REQUIRED residual 1.899031e+01 1.801580e-06 0.000000e+00 energy 3.823254e+00 8.065591e-07 3.823254e-02 displacement 2.462882e+01 8.246844e-05 2.366410e-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 1.899031e+01 4.959648e-07 0.000000e+00 energy 3.823254e+00 4.168083e-07 3.823254e-02 displacement 2.462882e+01 2.492179e-05 2.370050e-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 1.899031e+01 2.758492e-07 0.000000e+00 energy 3.823254e+00 2.159457e-07 3.823254e-02 displacement 2.462882e+01 3.380327e-06 2.369840e-05 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322316 1 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 4.428410e-03 0.000000e+00 energy 3.955343e+00 1.176604e-02 3.955343e-02 displacement 2.524022e+01 2.524022e+01 2.524022e-05 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.598780 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 6.716065e-03 0.000000e+00 energy 3.955343e+00 9.230094e-03 3.955343e-02 displacement 2.524022e+01 6.566481e-01 2.819239e-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 1.957727e+01 6.830128e-04 0.000000e+00 energy 3.955343e+00 1.396809e-03 3.955343e-02 displacement 2.524022e+01 1.021505e-01 2.603521e-05 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.396049 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 6.225024e-04 0.000000e+00 energy 3.955343e+00 8.524289e-04 3.955343e-02 displacement 2.524022e+01 5.799276e-02 2.497972e-05 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.278841 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 3.716595e-04 0.000000e+00 energy 3.955343e+00 3.100001e-04 3.955343e-02 displacement 2.524022e+01 9.736601e-03 2.465152e-05 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.181354 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 2.034128e-04 0.000000e+00 energy 3.955343e+00 1.503253e-04 3.955343e-02 displacement 2.524022e+01 4.767793e-03 2.449827e-05 7 Nonlinear solution status: time= 1.59 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.135356 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 9.989951e-05 0.000000e+00 energy 3.955343e+00 6.903983e-05 3.955343e-02 displacement 2.524022e+01 2.456876e-03 2.445609e-05 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.255477 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 7.951802e-05 0.000000e+00 energy 3.955343e+00 8.816006e-06 3.955343e-02 displacement 2.524022e+01 8.659878e-04 2.440076e-05 9 Nonlinear solution status: time= 1.59 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.257321 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 3.512688e-05 0.000000e+00 energy 3.955343e+00 1.377939e-05 3.955343e-02 displacement 2.524022e+01 2.902227e-04 2.438450e-05 10 Nonlinear solution status: time= 1.59 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.306439 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 2.845268e-05 0.000000e+00 energy 3.955343e+00 5.059832e-06 3.955343e-02 displacement 2.524022e+01 1.825655e-04 2.440544e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322442 11 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 6.433264e-08 0.000000e+00 energy 3.955343e+00 3.771430e-08 3.955343e-02 displacement 2.524022e+01 2.209833e-04 2.447845e-05 12 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.957727e+01 4.171648e-08 0.000000e+00 energy 3.955343e+00 6.630960e-08 3.955343e-02 displacement 2.524022e+01 2.827468e-06 2.448525e-05 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322442 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 2.023469e+01 1.379312e-03 0.000000e+00 energy 4.118546e+00 5.248833e-03 4.118546e-02 displacement 2.633073e+01 2.633073e+01 2.633073e-05 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.581994 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 7.054216e-04 0.000000e+00 energy 4.118546e+00 1.239218e-03 4.118546e-02 displacement 2.633073e+01 6.193044e-02 2.790317e-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 2.023469e+01 1.539521e-04 0.000000e+00 energy 4.118546e+00 2.111494e-04 4.118546e-02 displacement 2.633073e+01 1.826323e-02 2.694633e-05 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.469271 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 8.017275e-05 0.000000e+00 energy 4.118546e+00 1.284543e-04 4.118546e-02 displacement 2.633073e+01 1.061335e-02 2.614546e-05 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.350330 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 3.542726e-05 0.000000e+00 energy 4.118546e+00 4.245312e-06 4.118546e-02 displacement 2.633073e+01 2.496313e-03 2.577455e-05 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.149299 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 2.058187e-05 0.000000e+00 energy 4.118546e+00 6.219708e-06 4.118546e-02 displacement 2.633073e+01 1.221770e-04 2.572053e-05 7 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 6.043705e-06 0.000000e+00 energy 4.118546e+00 7.022852e-06 4.118546e-02 displacement 2.633073e+01 1.431881e-04 2.569060e-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 2.023469e+01 1.703169e-06 0.000000e+00 energy 4.118546e+00 1.926934e-06 4.118546e-02 displacement 2.633073e+01 5.879998e-05 2.572184e-05 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.622476 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 4.285383e-07 0.000000e+00 energy 4.118546e+00 3.259925e-07 4.118546e-02 displacement 2.633073e+01 2.688177e-05 2.569381e-05 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.023469e+01 4.491464e-08 0.000000e+00 energy 4.118546e+00 5.820216e-08 4.118546e-02 displacement 2.633073e+01 2.791957e-06 2.569145e-05 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322550 1 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 5.907863e-03 0.000000e+00 energy 4.269929e+00 9.190797e-03 4.269929e-02 displacement 2.755304e+01 2.755304e+01 2.755304e-05 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.545425 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 4.313436e-02 0.000000e+00 energy 4.269929e+00 3.135860e-02 4.269929e-02 displacement 2.755304e+01 3.048316e+00 3.699689e-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 2.089442e+01 4.181389e-03 0.000000e+00 energy 4.269929e+00 4.237442e-03 4.269929e-02 displacement 2.755304e+01 4.466042e-01 3.163981e-05 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 9.957309e-03 0.000000e+00 energy 4.269929e+00 3.955510e-03 4.269929e-02 displacement 2.755304e+01 1.345916e+00 2.515871e-05 5 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 1.329267e-03 0.000000e+00 energy 4.269929e+00 1.397883e-03 4.269929e-02 displacement 2.755304e+01 5.077159e-02 2.619577e-05 6 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.595700 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 1.909841e-03 0.000000e+00 energy 4.269929e+00 1.249424e-03 4.269929e-02 displacement 2.755304e+01 1.190547e-01 2.835919e-05 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 1.837720e-04 0.000000e+00 energy 4.269929e+00 5.899113e-04 4.269929e-02 displacement 2.755304e+01 4.902322e-02 2.722362e-05 8 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.295907 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 9.955172e-05 0.000000e+00 energy 4.269929e+00 1.285937e-04 4.269929e-02 displacement 2.755304e+01 5.423173e-03 2.691906e-05 9 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.218268 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 6.322926e-05 0.000000e+00 energy 4.269929e+00 6.409732e-05 4.269929e-02 displacement 2.755304e+01 2.459821e-03 2.667511e-05 10 Nonlinear solution status: time= 1.61 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.197126 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 6.352376e-05 0.000000e+00 energy 4.269929e+00 4.420625e-05 4.269929e-02 displacement 2.755304e+01 1.247155e-03 2.653247e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322586 11 Nonlinear solution status: time= 1.61 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.364488 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 3.065801e-05 0.000000e+00 energy 4.269929e+00 1.476383e-05 4.269929e-02 displacement 2.755304e+01 7.106339e-04 2.641450e-05 12 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 1.120995e-05 0.000000e+00 energy 4.269929e+00 1.589529e-05 4.269929e-02 displacement 2.755304e+01 3.079908e-04 2.651346e-05 13 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 3.520715e-07 0.000000e+00 energy 4.269929e+00 5.579610e-07 4.269929e-02 displacement 2.755304e+01 5.487260e-05 2.647675e-05 14 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.089442e+01 5.253864e-08 0.000000e+00 energy 4.269929e+00 1.101407e-07 4.269929e-02 displacement 2.755304e+01 2.454422e-06 2.647977e-05 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322586 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 1.757387e-03 0.000000e+00 energy 4.363931e+00 3.771594e-03 4.363931e-02 displacement 2.927435e+01 2.927435e+01 2.927435e-05 2 Nonlinear solution status: time= 1.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 5.432547e-04 0.000000e+00 energy 4.363931e+00 8.255074e-04 4.363931e-02 displacement 2.927435e+01 5.000329e-02 2.971305e-05 3 Nonlinear solution status: time= 1.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 1.216500e-04 0.000000e+00 energy 4.363931e+00 2.288249e-04 4.363931e-02 displacement 2.927435e+01 3.016795e-02 2.843590e-05 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.484759 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 3.007594e-05 0.000000e+00 energy 4.363931e+00 5.510802e-05 4.363931e-02 displacement 2.927435e+01 1.306690e-02 2.766022e-05 5 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.336546 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 2.659271e-05 0.000000e+00 energy 4.363931e+00 2.362696e-05 4.363931e-02 displacement 2.927435e+01 1.977245e-03 2.737283e-05 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 5.418244e-06 0.000000e+00 energy 4.363931e+00 3.806678e-06 4.363931e-02 displacement 2.927435e+01 3.670432e-04 2.728949e-05 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.516223 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 6.187347e-06 0.000000e+00 energy 4.363931e+00 3.419728e-06 4.363931e-02 displacement 2.927435e+01 8.768910e-05 2.733882e-05 8 Nonlinear solution status: time= 1.62 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 1.029148e-06 0.000000e+00 energy 4.363931e+00 8.250436e-07 4.363931e-02 displacement 2.927435e+01 8.319280e-05 2.730062e-05 9 Nonlinear solution status: time= 1.62 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 7.829159e-07 0.000000e+00 energy 4.363931e+00 7.108902e-07 4.363931e-02 displacement 2.927435e+01 2.790799e-05 2.727263e-05 10 Nonlinear solution status: time= 1.62 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.110820e+01 4.130644e-08 0.000000e+00 energy 4.363931e+00 1.882525e-08 4.363931e-02 displacement 2.927435e+01 3.176776e-06 2.728080e-05 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322640 1 Nonlinear solution status: time= 1.63 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 2.550251e-03 0.000000e+00 energy 4.455360e+00 4.673319e-03 4.455360e-02 displacement 2.982278e+01 2.982278e+01 2.982278e-05 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 1.848230e-03 0.000000e+00 energy 4.455360e+00 3.119925e-03 4.455360e-02 displacement 2.982278e+01 1.781042e-01 3.085228e-05 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 3.169716e-04 0.000000e+00 energy 4.455360e+00 7.444634e-04 4.455360e-02 displacement 2.982278e+01 3.700487e-02 2.957142e-05 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.425854 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 9.587005e-05 0.000000e+00 energy 4.455360e+00 1.283305e-04 4.455360e-02 displacement 2.982278e+01 1.724939e-02 2.851046e-05 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.306976 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 2.461121e-05 0.000000e+00 energy 4.455360e+00 1.916733e-05 4.455360e-02 displacement 2.982278e+01 3.718629e-03 2.806138e-05 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.169294 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 8.542987e-06 0.000000e+00 energy 4.455360e+00 2.878858e-07 4.455360e-02 displacement 2.982278e+01 1.482638e-04 2.800225e-05 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 5.159979e-06 0.000000e+00 energy 4.455360e+00 2.466391e-06 4.455360e-02 displacement 2.982278e+01 9.100585e-04 2.786793e-05 8 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 5.117392e-06 0.000000e+00 energy 4.455360e+00 3.121851e-06 4.455360e-02 displacement 2.982278e+01 2.359165e-04 2.779523e-05 9 Nonlinear solution status: time= 1.63 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 2.637236e-06 0.000000e+00 energy 4.455360e+00 1.811385e-06 4.455360e-02 displacement 2.982278e+01 1.015095e-04 2.783405e-05 10 Nonlinear solution status: time= 1.63 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.159822e+01 8.789355e-07 0.000000e+00 energy 4.455360e+00 8.167078e-07 4.455360e-02 displacement 2.982278e+01 2.519538e-05 2.785247e-05 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322766 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 2.152386e-03 0.000000e+00 energy 4.676778e+00 2.140233e-03 4.676778e-02 displacement 3.089800e+01 3.089800e+01 3.089800e-05 2 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 6.795252e-04 0.000000e+00 energy 4.676778e+00 1.006921e-03 4.676778e-02 displacement 3.089800e+01 7.131132e-02 3.179735e-05 3 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 1.589890e-04 0.000000e+00 energy 4.676778e+00 2.927826e-04 4.676778e-02 displacement 3.089800e+01 5.767195e-02 2.986617e-05 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.516825 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 4.047816e-05 0.000000e+00 energy 4.676778e+00 6.525742e-05 4.676778e-02 displacement 3.089800e+01 2.027947e-02 2.881106e-05 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.333341 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 1.994894e-05 0.000000e+00 energy 4.676778e+00 1.566920e-05 4.676778e-02 displacement 3.089800e+01 1.621590e-03 2.853210e-05 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.330110 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 9.893025e-06 0.000000e+00 energy 4.676778e+00 8.040740e-06 4.676778e-02 displacement 3.089800e+01 4.300108e-04 2.838103e-05 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 1.977419e-06 0.000000e+00 energy 4.676778e+00 5.007254e-07 4.676778e-02 displacement 3.089800e+01 6.602498e-05 2.839325e-05 8 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 1.130156e-06 0.000000e+00 energy 4.676778e+00 1.247299e-06 4.676778e-02 displacement 3.089800e+01 1.302100e-04 2.846366e-05 9 Nonlinear solution status: time= 1.64 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327270e+01 1.067195e-07 0.000000e+00 energy 4.676778e+00 1.763913e-08 4.676778e-02 displacement 3.089800e+01 5.282788e-06 2.845477e-05 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322766 1 Nonlinear solution status: time= 1.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 1.627769e-03 0.000000e+00 energy 4.886647e+00 2.760308e-03 4.886647e-02 displacement 3.202014e+01 3.202014e+01 3.202014e-05 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 2.887431e-04 0.000000e+00 energy 4.886647e+00 1.458040e-05 4.886647e-02 displacement 3.202014e+01 1.033348e-01 3.063800e-05 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 9.211663e-05 0.000000e+00 energy 4.886647e+00 4.484701e-05 4.886647e-02 displacement 3.202014e+01 4.731004e-02 2.910088e-05 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 2.079863e-05 0.000000e+00 energy 4.886647e+00 1.465477e-05 4.886647e-02 displacement 3.202014e+01 1.328960e-03 2.890459e-05 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.628922 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 9.797504e-06 0.000000e+00 energy 4.886647e+00 4.316054e-06 4.886647e-02 displacement 3.202014e+01 8.613001e-05 2.893823e-05 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 5.991310e-06 0.000000e+00 energy 4.886647e+00 5.571881e-06 4.886647e-02 displacement 3.202014e+01 1.223772e-04 2.895418e-05 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 8.780443e-07 0.000000e+00 energy 4.886647e+00 1.003352e-06 4.886647e-02 displacement 3.202014e+01 3.880571e-05 2.896271e-05 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.487057e+01 3.807989e-07 0.000000e+00 energy 4.886647e+00 3.822451e-07 4.886647e-02 displacement 3.202014e+01 9.682102e-06 2.896674e-05 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322784 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 2.616868e+01 1.857763e-03 0.000000e+00 energy 5.057062e+00 9.321451e-04 5.057062e-02 displacement 3.275573e+01 3.275573e+01 3.275573e-05 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 4.982020e-04 0.000000e+00 energy 5.057062e+00 5.761704e-04 5.057062e-02 displacement 3.275573e+01 6.202068e-02 3.266188e-05 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 1.318365e-04 0.000000e+00 energy 5.057062e+00 1.944043e-04 5.057062e-02 displacement 3.275573e+01 5.563763e-02 3.081913e-05 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.456515 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 3.556589e-05 0.000000e+00 energy 5.057062e+00 5.320412e-05 5.057062e-02 displacement 3.275573e+01 1.220130e-02 2.999155e-05 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.376338 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 1.157969e-05 0.000000e+00 energy 5.057062e+00 2.170899e-06 5.057062e-02 displacement 3.275573e+01 1.777214e-03 2.968485e-05 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.529446 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 2.307746e-06 0.000000e+00 energy 5.057062e+00 9.905517e-07 5.057062e-02 displacement 3.275573e+01 1.524455e-04 2.960348e-05 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.474024 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 1.179310e-06 0.000000e+00 energy 5.057062e+00 8.522259e-07 5.057062e-02 displacement 3.275573e+01 7.135252e-05 2.956623e-05 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 7.701335e-07 0.000000e+00 energy 5.057062e+00 3.374751e-07 5.057062e-02 displacement 3.275573e+01 5.510277e-05 2.953706e-05 9 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.616868e+01 3.155258e-07 0.000000e+00 energy 5.057062e+00 3.179111e-07 5.057062e-02 displacement 3.275573e+01 9.884997e-06 2.952086e-05 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322784 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 2.736233e+01 2.430472e-03 0.000000e+00 energy 5.186040e+00 5.061916e-03 5.186040e-02 displacement 3.340755e+01 3.340755e+01 3.340755e-05 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 9.171847e-04 0.000000e+00 energy 5.186040e+00 5.830670e-04 5.186040e-02 displacement 3.340755e+01 6.182687e-02 3.412250e-05 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 2.870203e-04 0.000000e+00 energy 5.186040e+00 2.426769e-04 5.186040e-02 displacement 3.340755e+01 8.949896e-02 3.184689e-05 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.523285 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 4.696045e-05 0.000000e+00 energy 5.186040e+00 2.267312e-05 5.186040e-02 displacement 3.340755e+01 2.747578e-02 3.062086e-05 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.524368 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 2.681181e-05 0.000000e+00 energy 5.186040e+00 3.856970e-06 5.186040e-02 displacement 3.340755e+01 2.116835e-03 3.034567e-05 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 1.690372e-05 0.000000e+00 energy 5.186040e+00 7.996952e-06 5.186040e-02 displacement 3.340755e+01 7.183310e-03 2.987980e-05 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 6.851036e-06 0.000000e+00 energy 5.186040e+00 3.084371e-06 5.186040e-02 displacement 3.340755e+01 2.354191e-04 2.984242e-05 8 Nonlinear solution status: time= 1.67 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 4.203206e-06 0.000000e+00 energy 5.186040e+00 2.094453e-06 5.186040e-02 displacement 3.340755e+01 3.064842e-04 2.993874e-05 9 Nonlinear solution status: time= 1.67 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 1.679182e-06 0.000000e+00 energy 5.186040e+00 1.330555e-06 5.186040e-02 displacement 3.340755e+01 6.768909e-05 2.996865e-05 10 Nonlinear solution status: time= 1.67 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 2.518213e-07 0.000000e+00 energy 5.186040e+00 2.027378e-07 5.186040e-02 displacement 3.340755e+01 3.188704e-05 2.993752e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322910 11 Nonlinear solution status: time= 1.67 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.736233e+01 4.614266e-09 0.000000e+00 energy 5.186040e+00 4.863857e-09 5.186040e-02 displacement 3.340755e+01 1.867980e-06 2.994332e-05 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322910 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 2.838203e+01 3.953093e-03 0.000000e+00 energy 5.331063e+00 6.800452e-03 5.331063e-02 displacement 3.475422e+01 3.475422e+01 3.475422e-05 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.570929 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 7.983866e-03 0.000000e+00 energy 5.331063e+00 6.707522e-03 5.331063e-02 displacement 3.475422e+01 9.982739e-01 4.283629e-05 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 2.838203e+01 8.194040e-04 0.000000e+00 energy 5.331063e+00 1.380080e-03 5.331063e-02 displacement 3.475422e+01 2.303221e-01 3.845616e-05 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 2.838203e+01 4.873549e-04 0.000000e+00 energy 5.331063e+00 1.114986e-03 5.331063e-02 displacement 3.475422e+01 9.280084e-01 3.077870e-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 2.838203e+01 1.836039e-04 0.000000e+00 energy 5.331063e+00 3.254285e-04 5.331063e-02 displacement 3.475422e+01 8.564323e-02 3.313958e-05 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 6.236818e-05 0.000000e+00 energy 5.331063e+00 9.882005e-05 5.331063e-02 displacement 3.475422e+01 8.927557e-03 3.238299e-05 7 Nonlinear solution status: time= 1.68 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.184693 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 4.841020e-05 0.000000e+00 energy 5.331063e+00 1.486511e-05 5.331063e-02 displacement 3.475422e+01 2.685653e-03 3.198342e-05 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.314662 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 1.074980e-05 0.000000e+00 energy 5.331063e+00 1.676696e-06 5.331063e-02 displacement 3.475422e+01 1.787943e-03 3.169790e-05 9 Nonlinear solution status: time= 1.68 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 4.501028e-06 0.000000e+00 energy 5.331063e+00 9.014479e-07 5.331063e-02 displacement 3.475422e+01 9.231992e-05 3.169557e-05 10 Nonlinear solution status: time= 1.68 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.531260 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 1.940121e-06 0.000000e+00 energy 5.331063e+00 8.260510e-07 5.331063e-02 displacement 3.475422e+01 8.538843e-05 3.164591e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322910 11 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 2.093139e-07 0.000000e+00 energy 5.331063e+00 8.909671e-08 5.331063e-02 displacement 3.475422e+01 7.000311e-05 3.160192e-05 12 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.838203e+01 1.075376e-07 0.000000e+00 energy 5.331063e+00 5.604268e-08 5.331063e-02 displacement 3.475422e+01 6.550446e-06 3.159138e-05 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322910 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 2.854752e+01 2.388564e-03 0.000000e+00 energy 5.358967e+00 2.597967e-03 5.358967e-02 displacement 3.657652e+01 3.657652e+01 3.657652e-05 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 1.966465e-04 0.000000e+00 energy 5.358967e+00 2.066489e-05 5.358967e-02 displacement 3.657652e+01 7.368643e-02 3.536815e-05 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 8.571789e-05 0.000000e+00 energy 5.358967e+00 5.460331e-05 5.358967e-02 displacement 3.657652e+01 7.616746e-02 3.331785e-05 4 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 1.137490e-05 0.000000e+00 energy 5.358967e+00 3.860477e-06 5.358967e-02 displacement 3.657652e+01 3.868686e-04 3.326741e-05 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 6.888268e-06 0.000000e+00 energy 5.358967e+00 2.443304e-06 5.358967e-02 displacement 3.657652e+01 2.352486e-04 3.314492e-05 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 5.274056e-06 0.000000e+00 energy 5.358967e+00 2.271029e-06 5.358967e-02 displacement 3.657652e+01 1.584007e-04 3.322249e-05 7 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 3.840038e-06 0.000000e+00 energy 5.358967e+00 2.839139e-06 5.358967e-02 displacement 3.657652e+01 9.499550e-05 3.324319e-05 8 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 4.147738e-07 0.000000e+00 energy 5.358967e+00 5.400355e-07 5.358967e-02 displacement 3.657652e+01 3.682248e-05 3.324444e-05 9 Nonlinear solution status: time= 1.69 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.854752e+01 1.299275e-07 0.000000e+00 energy 5.358967e+00 1.393001e-07 5.358967e-02 displacement 3.657652e+01 5.527110e-06 3.324185e-05 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322856 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 2.905798e+01 2.417302e-03 0.000000e+00 energy 5.392388e+00 3.098076e-03 5.392388e-02 displacement 3.696000e+01 3.696000e+01 3.696000e-05 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 3.305123e-04 0.000000e+00 energy 5.392388e+00 3.540074e-05 5.392388e-02 displacement 3.696000e+01 1.874667e-01 3.456524e-05 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 1.183053e-04 0.000000e+00 energy 5.392388e+00 8.704525e-05 5.392388e-02 displacement 3.696000e+01 1.301837e-01 3.206300e-05 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 1.484216e-05 0.000000e+00 energy 5.392388e+00 1.054451e-05 5.392388e-02 displacement 3.696000e+01 1.128229e-03 3.216706e-05 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 1.771599e-05 0.000000e+00 energy 5.392388e+00 1.138148e-05 5.392388e-02 displacement 3.696000e+01 3.761371e-04 3.222635e-05 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 1.941420e-06 0.000000e+00 energy 5.392388e+00 2.050553e-06 5.392388e-02 displacement 3.696000e+01 3.255508e-04 3.211955e-05 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 1.042141e-06 0.000000e+00 energy 5.392388e+00 1.167159e-06 5.392388e-02 displacement 3.696000e+01 3.848596e-05 3.216161e-05 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.905798e+01 5.061733e-08 0.000000e+00 energy 5.392388e+00 5.410057e-08 5.392388e-02 displacement 3.696000e+01 1.020048e-05 3.214090e-05 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322910 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 2.903416e+01 2.772010e-03 0.000000e+00 energy 5.402382e+00 4.945142e-03 5.402382e-02 displacement 3.702109e+01 3.702109e+01 3.702109e-05 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 3.876675e-04 0.000000e+00 energy 5.402382e+00 1.023911e-04 5.402382e-02 displacement 3.702109e+01 1.393349e-01 3.545480e-05 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 1.747849e-04 0.000000e+00 energy 5.402382e+00 4.772901e-05 5.402382e-02 displacement 3.702109e+01 1.539228e-01 3.259829e-05 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.538655 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 7.777773e-05 0.000000e+00 energy 5.402382e+00 5.596857e-06 5.402382e-02 displacement 3.702109e+01 3.147707e-03 3.232619e-05 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.560414 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 3.273983e-05 0.000000e+00 energy 5.402382e+00 1.622578e-05 5.402382e-02 displacement 3.702109e+01 5.797136e-04 3.244410e-05 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 2.495771e-05 0.000000e+00 energy 5.402382e+00 1.998652e-05 5.402382e-02 displacement 3.702109e+01 3.731593e-04 3.253800e-05 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 4.317627e-06 0.000000e+00 energy 5.402382e+00 2.776180e-06 5.402382e-02 displacement 3.702109e+01 5.972628e-04 3.236483e-05 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.556675 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 1.814891e-06 0.000000e+00 energy 5.402382e+00 1.305911e-06 5.402382e-02 displacement 3.702109e+01 6.689111e-05 3.237455e-05 9 Nonlinear solution status: time= 1.71 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 1.388307e-06 0.000000e+00 energy 5.402382e+00 7.477182e-07 5.402382e-02 displacement 3.702109e+01 4.324722e-05 3.236847e-05 10 Nonlinear solution status: time= 1.71 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.903416e+01 3.978894e-07 0.000000e+00 energy 5.402382e+00 2.853284e-07 5.402382e-02 displacement 3.702109e+01 1.443516e-05 3.237903e-05 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28322982 1 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 2.374883e-03 0.000000e+00 energy 5.620657e+00 1.924897e-04 5.620657e-02 displacement 3.830131e+01 3.830131e+01 3.830131e-05 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 3.211910e-04 0.000000e+00 energy 5.620657e+00 2.628409e-04 5.620657e-02 displacement 3.830131e+01 2.544812e-01 3.520412e-05 3 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 1.335414e-04 0.000000e+00 energy 5.620657e+00 4.360881e-05 5.620657e-02 displacement 3.830131e+01 1.618457e-01 3.271103e-05 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 3.998214e-05 0.000000e+00 energy 5.620657e+00 2.672345e-05 5.620657e-02 displacement 3.830131e+01 6.577965e-03 3.255216e-05 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 8.976928e-06 0.000000e+00 energy 5.620657e+00 4.309746e-06 5.620657e-02 displacement 3.830131e+01 1.116556e-03 3.274364e-05 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.566541 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 2.897551e-06 0.000000e+00 energy 5.620657e+00 9.657859e-07 5.620657e-02 displacement 3.830131e+01 1.907206e-04 3.268111e-05 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 1.225129e-06 0.000000e+00 energy 5.620657e+00 8.393737e-07 5.620657e-02 displacement 3.830131e+01 2.217254e-04 3.261793e-05 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 1.854308e-07 0.000000e+00 energy 5.620657e+00 1.834230e-07 5.620657e-02 displacement 3.830131e+01 4.155056e-05 3.259507e-05 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.023851e+01 6.979784e-08 0.000000e+00 energy 5.620657e+00 7.613854e-08 5.620657e-02 displacement 3.830131e+01 4.346091e-06 3.260418e-05 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323054 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 3.141222e+01 3.240988e-03 0.000000e+00 energy 5.790517e+00 6.085236e-03 5.790517e-02 displacement 3.846829e+01 3.846829e+01 3.846829e-05 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 7.676230e-04 0.000000e+00 energy 5.790517e+00 1.053881e-05 5.790517e-02 displacement 3.846829e+01 2.046112e-01 3.640793e-05 3 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 4.239441e-04 0.000000e+00 energy 5.790517e+00 7.691010e-05 5.790517e-02 displacement 3.846829e+01 3.403754e-01 3.258835e-05 4 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 2.459356e-04 0.000000e+00 energy 5.790517e+00 1.464760e-04 5.790517e-02 displacement 3.846829e+01 4.470425e-02 3.126981e-05 5 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 5.145684e-05 0.000000e+00 energy 5.790517e+00 2.643097e-05 5.790517e-02 displacement 3.846829e+01 2.102577e-03 3.131747e-05 6 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 6.291060e-06 0.000000e+00 energy 5.790517e+00 3.110838e-06 5.790517e-02 displacement 3.846829e+01 7.789862e-04 3.143916e-05 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 2.058562e-06 0.000000e+00 energy 5.790517e+00 2.364167e-06 5.790517e-02 displacement 3.846829e+01 2.035963e-04 3.136932e-05 8 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 5.377476e-07 0.000000e+00 energy 5.790517e+00 1.834735e-07 5.790517e-02 displacement 3.846829e+01 1.231678e-04 3.142264e-05 9 Nonlinear solution status: time= 1.73 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.141222e+01 4.442992e-07 0.000000e+00 energy 5.790517e+00 2.547048e-07 5.790517e-02 displacement 3.846829e+01 2.365850e-05 3.140175e-05 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323054 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 3.288289e+01 3.565153e-03 0.000000e+00 energy 5.908382e+00 3.947664e-03 5.908382e-02 displacement 3.986775e+01 3.986775e+01 3.986775e-05 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 4.579146e-03 0.000000e+00 energy 5.908382e+00 4.370744e-03 5.908382e-02 displacement 3.986775e+01 4.740608e-01 4.477922e-05 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 6.524620e-04 0.000000e+00 energy 5.908382e+00 1.274591e-03 5.908382e-02 displacement 3.986775e+01 3.526375e-01 3.899364e-05 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.460639 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 2.712335e-04 0.000000e+00 energy 5.908382e+00 2.939673e-04 5.908382e-02 displacement 3.986775e+01 2.716747e-01 3.463944e-05 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.270221 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 1.660978e-04 0.000000e+00 energy 5.908382e+00 9.641140e-05 5.908382e-02 displacement 3.986775e+01 1.851382e-02 3.371631e-05 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.301330 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 8.404952e-05 0.000000e+00 energy 5.908382e+00 4.201703e-05 5.908382e-02 displacement 3.986775e+01 1.612875e-02 3.284683e-05 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.176515 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 7.605317e-05 0.000000e+00 energy 5.908382e+00 1.557210e-05 5.908382e-02 displacement 3.986775e+01 2.779682e-03 3.253685e-05 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 5.234708e-05 0.000000e+00 energy 5.908382e+00 3.081786e-05 5.908382e-02 displacement 3.986775e+01 1.625935e-02 3.210156e-05 9 Nonlinear solution status: time= 1.74 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 4.803638e-05 0.000000e+00 energy 5.908382e+00 3.139636e-05 5.908382e-02 displacement 3.986775e+01 1.129594e-03 3.217651e-05 10 Nonlinear solution status: time= 1.74 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 1.585453e-05 0.000000e+00 energy 5.908382e+00 9.858484e-06 5.908382e-02 displacement 3.986775e+01 1.204065e-03 3.215638e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323072 11 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 3.002011e-07 0.000000e+00 energy 5.908382e+00 1.251805e-07 5.908382e-02 displacement 3.986775e+01 1.161422e-04 3.211649e-05 12 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.288289e+01 1.196476e-07 0.000000e+00 energy 5.908382e+00 1.400721e-07 5.908382e-02 displacement 3.986775e+01 2.775193e-05 3.213174e-05 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323072 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 3.435268e+01 3.032770e-03 0.000000e+00 energy 6.105106e+00 1.394106e-03 6.105106e-02 displacement 4.257349e+01 4.257349e+01 4.257349e-05 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 1.267468e-03 0.000000e+00 energy 6.105106e+00 1.136221e-04 6.105106e-02 displacement 4.257349e+01 2.798672e-01 3.932982e-05 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 4.804682e-04 0.000000e+00 energy 6.105106e+00 7.070755e-05 6.105106e-02 displacement 4.257349e+01 1.041333e-01 3.687556e-05 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 1.131027e-04 0.000000e+00 energy 6.105106e+00 8.085292e-05 6.105106e-02 displacement 4.257349e+01 1.080252e-02 3.610502e-05 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 6.095085e-05 0.000000e+00 energy 6.105106e+00 4.987524e-05 6.105106e-02 displacement 4.257349e+01 2.045789e-03 3.637057e-05 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 6.146736e-06 0.000000e+00 energy 6.105106e+00 9.880883e-07 6.105106e-02 displacement 4.257349e+01 3.209452e-04 3.645432e-05 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 8.411105e-06 0.000000e+00 energy 6.105106e+00 4.718852e-06 6.105106e-02 displacement 4.257349e+01 1.987271e-04 3.636224e-05 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 9.792506e-07 0.000000e+00 energy 6.105106e+00 5.044639e-07 6.105106e-02 displacement 4.257349e+01 4.839759e-05 3.633774e-05 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 4.159569e-07 0.000000e+00 energy 6.105106e+00 1.879398e-07 6.105106e-02 displacement 4.257349e+01 3.871880e-05 3.638272e-05 10 Nonlinear solution status: time= 1.75 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.435268e+01 3.400516e-07 0.000000e+00 energy 6.105106e+00 2.437186e-07 6.105106e-02 displacement 4.257349e+01 1.438879e-05 3.635349e-05 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 008UA_Quad_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 ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323126 1 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 3.359877e-03 0.000000e+00 energy 6.150266e+00 4.350775e-03 6.150266e-02 displacement 4.331080e+01 4.331080e+01 4.331080e-05 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 8.474909e-04 0.000000e+00 energy 6.150266e+00 5.436871e-05 6.150266e-02 displacement 4.331080e+01 1.922899e-01 4.073031e-05 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 3.365160e-04 0.000000e+00 energy 6.150266e+00 1.256535e-04 6.150266e-02 displacement 4.331080e+01 2.682993e-01 3.671100e-05 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 7.242892e-05 0.000000e+00 energy 6.150266e+00 5.676660e-05 6.150266e-02 displacement 4.331080e+01 1.025283e-02 3.598470e-05 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 4.482461e-05 0.000000e+00 energy 6.150266e+00 2.693914e-05 6.150266e-02 displacement 4.331080e+01 3.392487e-03 3.635719e-05 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 1.666096e-05 0.000000e+00 energy 6.150266e+00 3.070786e-06 6.150266e-02 displacement 4.331080e+01 6.742484e-04 3.652931e-05 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 1.846278e-05 0.000000e+00 energy 6.150266e+00 1.110203e-05 6.150266e-02 displacement 4.331080e+01 2.065703e-04 3.643879e-05 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 3.049963e-06 0.000000e+00 energy 6.150266e+00 2.470979e-06 6.150266e-02 displacement 4.331080e+01 1.300784e-04 3.639883e-05 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 2.821436e-06 0.000000e+00 energy 6.150266e+00 1.805789e-06 6.150266e-02 displacement 4.331080e+01 3.894689e-05 3.638808e-05 10 Nonlinear solution status: time= 1.76 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.486707e+01 1.812964e-07 0.000000e+00 energy 6.150266e+00 3.972621e-08 6.150266e-02 displacement 4.331080e+01 2.150847e-05 3.641133e-05 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323180 1 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 3.604111e-03 0.000000e+00 energy 6.290443e+00 6.861385e-03 6.290443e-02 displacement 4.398501e+01 4.398501e+01 4.398501e-05 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 8.192897e-04 0.000000e+00 energy 6.290443e+00 5.306465e-04 6.290443e-02 displacement 4.398501e+01 3.410835e-01 3.991626e-05 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 5.471150e-04 0.000000e+00 energy 6.290443e+00 1.929073e-04 6.290443e-02 displacement 4.398501e+01 5.527011e-01 3.486518e-05 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 1.389775e-04 0.000000e+00 energy 6.290443e+00 4.710568e-06 6.290443e-02 displacement 4.398501e+01 1.423857e-02 3.442988e-05 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 9.290409e-05 0.000000e+00 energy 6.290443e+00 2.968441e-07 6.290443e-02 displacement 4.398501e+01 4.755116e-03 3.423181e-05 6 Nonlinear solution status: time= 1.77 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 1.583045e-05 0.000000e+00 energy 6.290443e+00 4.247234e-06 6.290443e-02 displacement 4.398501e+01 1.539158e-03 3.409127e-05 7 Nonlinear solution status: time= 1.77 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 2.744059e-06 0.000000e+00 energy 6.290443e+00 2.659513e-07 6.290443e-02 displacement 4.398501e+01 7.236135e-04 3.418974e-05 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 1.514508e-06 0.000000e+00 energy 6.290443e+00 7.445247e-08 6.290443e-02 displacement 4.398501e+01 7.326335e-04 3.430520e-05 9 Nonlinear solution status: time= 1.77 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 3.851089e-07 0.000000e+00 energy 6.290443e+00 2.081116e-07 6.290443e-02 displacement 4.398501e+01 9.496768e-05 3.433250e-05 10 Nonlinear solution status: time= 1.77 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 2.299891e-07 0.000000e+00 energy 6.290443e+00 7.581137e-09 6.290443e-02 displacement 4.398501e+01 1.180619e-04 3.428030e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323234 11 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.610791e+01 1.164095e-08 0.000000e+00 energy 6.290443e+00 5.730745e-09 6.290443e-02 displacement 4.398501e+01 5.481762e-06 3.427541e-05 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323234 1 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 4.023990e-03 0.000000e+00 energy 6.419739e+00 6.418590e-03 6.419739e-02 displacement 4.414851e+01 4.414851e+01 4.414851e-05 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 1.506679e-03 0.000000e+00 energy 6.419739e+00 1.419801e-03 6.419739e-02 displacement 4.414851e+01 1.797474e-01 4.497107e-05 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 5.203112e-04 0.000000e+00 energy 6.419739e+00 6.052378e-04 6.419739e-02 displacement 4.414851e+01 4.130373e-01 3.915577e-05 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.460055 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 2.108280e-04 0.000000e+00 energy 6.419739e+00 1.881072e-04 6.419739e-02 displacement 4.414851e+01 1.709776e-01 3.594910e-05 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.346417 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 1.151510e-04 0.000000e+00 energy 6.419739e+00 2.482113e-05 6.419739e-02 displacement 4.414851e+01 4.557005e-02 3.451560e-05 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.213934 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 9.022264e-05 0.000000e+00 energy 6.419739e+00 8.530070e-06 6.419739e-02 displacement 4.414851e+01 5.471887e-03 3.410216e-05 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 8.430658e-05 0.000000e+00 energy 6.419739e+00 5.975517e-06 6.419739e-02 displacement 4.414851e+01 7.834685e-02 3.290466e-05 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 1.824071e-05 0.000000e+00 energy 6.419739e+00 3.787248e-06 6.419739e-02 displacement 4.414851e+01 1.034419e-02 3.247514e-05 9 Nonlinear solution status: time= 1.78 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 1.097039e-05 0.000000e+00 energy 6.419739e+00 8.900945e-07 6.419739e-02 displacement 4.414851e+01 1.181765e-02 3.300076e-05 10 Nonlinear solution status: time= 1.78 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 1.700491e-05 0.000000e+00 energy 6.419739e+00 1.909609e-06 6.419739e-02 displacement 4.414851e+01 2.180517e-02 3.370118e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323252 11 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 1.491044e-06 0.000000e+00 energy 6.419739e+00 3.062268e-07 6.419739e-02 displacement 4.414851e+01 7.882860e-04 3.356804e-05 12 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 7.685341e-07 0.000000e+00 energy 6.419739e+00 6.737724e-07 6.419739e-02 displacement 4.414851e+01 3.546771e-04 3.347364e-05 13 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 4.696674e-07 0.000000e+00 energy 6.419739e+00 3.201286e-07 6.419739e-02 displacement 4.414851e+01 1.941482e-03 3.325657e-05 14 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 6.492987e-08 0.000000e+00 energy 6.419739e+00 7.125100e-08 6.419739e-02 displacement 4.414851e+01 3.547276e-05 3.328582e-05 15 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.730873e+01 3.523669e-09 0.000000e+00 energy 6.419739e+00 1.050118e-08 6.419739e-02 displacement 4.414851e+01 4.939009e-06 3.328951e-05 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323252 1 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 4.886640e-03 0.000000e+00 energy 6.561255e+00 9.890768e-04 6.561255e-02 displacement 4.595849e+01 4.595849e+01 4.595849e-05 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.292792e-03 0.000000e+00 energy 6.561255e+00 1.377053e-03 6.561255e-02 displacement 4.595849e+01 5.815185e-01 3.993677e-05 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.581454e-03 0.000000e+00 energy 6.561255e+00 4.006454e-04 6.561255e-02 displacement 4.595849e+01 1.753409e+00 3.169456e-05 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.624427 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.286449e-03 0.000000e+00 energy 6.561255e+00 5.364794e-04 6.561255e-02 displacement 4.595849e+01 4.534302e-01 2.965438e-05 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.872327e-04 0.000000e+00 energy 6.561255e+00 3.654996e-06 6.561255e-02 displacement 4.595849e+01 1.532769e-01 3.126242e-05 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.089384e-04 0.000000e+00 energy 6.561255e+00 2.492226e-05 6.561255e-02 displacement 4.595849e+01 8.485332e-03 3.154142e-05 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.484842e-04 0.000000e+00 energy 6.561255e+00 4.311925e-06 6.561255e-02 displacement 4.595849e+01 3.423865e-02 3.085681e-05 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.471353 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.437542e-04 0.000000e+00 energy 6.561255e+00 1.708610e-05 6.561255e-02 displacement 4.595849e+01 2.190931e-02 3.031305e-05 9 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 5.207469e-05 0.000000e+00 energy 6.561255e+00 3.914008e-05 6.561255e-02 displacement 4.595849e+01 3.998357e-03 3.013254e-05 10 Nonlinear solution status: time= 1.79 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.705991e-05 0.000000e+00 energy 6.561255e+00 9.687054e-06 6.561255e-02 displacement 4.595849e+01 1.646189e-02 3.056178e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323252 11 Nonlinear solution status: time= 1.79 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.537960 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 3.423968e-06 0.000000e+00 energy 6.561255e+00 1.890442e-07 6.561255e-02 displacement 4.595849e+01 5.557350e-05 3.052435e-05 12 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 1.288013e-06 0.000000e+00 energy 6.561255e+00 1.413432e-06 6.561255e-02 displacement 4.595849e+01 3.245012e-05 3.054291e-05 13 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.819743e+01 8.115969e-08 0.000000e+00 energy 6.561255e+00 3.781741e-08 6.561255e-02 displacement 4.595849e+01 4.336518e-06 3.053500e-05 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323252 1 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 5.841353e-03 0.000000e+00 energy 6.707421e+00 2.156131e-03 6.707421e-02 displacement 4.683167e+01 4.683167e+01 4.683167e-05 2 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 7.762543e-04 0.000000e+00 energy 6.707421e+00 7.541663e-04 6.707421e-02 displacement 4.683167e+01 4.424158e-01 4.187329e-05 3 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 5.585686e-04 0.000000e+00 energy 6.707421e+00 3.837273e-04 6.707421e-02 displacement 4.683167e+01 2.884719e-01 3.758638e-05 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 2.186623e-04 0.000000e+00 energy 6.707421e+00 1.874803e-04 6.707421e-02 displacement 4.683167e+01 5.359230e-02 3.662208e-05 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 6.975790e-05 0.000000e+00 energy 6.707421e+00 2.332495e-05 6.707421e-02 displacement 4.683167e+01 2.295445e-02 3.772219e-05 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 1.941042e-05 0.000000e+00 energy 6.707421e+00 1.745332e-05 6.707421e-02 displacement 4.683167e+01 1.340947e-03 3.749668e-05 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.508639 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 2.878870e-06 0.000000e+00 energy 6.707421e+00 8.609748e-07 6.707421e-02 displacement 4.683167e+01 1.201638e-03 3.724657e-05 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 6.472864e-07 0.000000e+00 energy 6.707421e+00 6.655171e-07 6.707421e-02 displacement 4.683167e+01 4.286046e-04 3.712981e-05 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.959835e+01 1.119622e-07 0.000000e+00 energy 6.707421e+00 1.603848e-08 6.707421e-02 displacement 4.683167e+01 2.772247e-05 3.715446e-05 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323306 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 4.095612e+01 4.483550e-03 0.000000e+00 energy 6.808373e+00 2.216908e-03 6.808373e-02 displacement 4.786546e+01 4.786546e+01 4.786546e-05 2 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 8.980140e-04 0.000000e+00 energy 6.808373e+00 5.881168e-04 6.808373e-02 displacement 4.786546e+01 4.450152e-01 4.280373e-05 3 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 8.365595e-04 0.000000e+00 energy 6.808373e+00 6.831733e-04 6.808373e-02 displacement 4.786546e+01 4.945807e-01 3.766590e-05 4 Nonlinear solution status: time= 1.81 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 8.033121e-05 0.000000e+00 energy 6.808373e+00 9.623473e-05 6.808373e-02 displacement 4.786546e+01 4.743885e-03 3.784254e-05 5 Nonlinear solution status: time= 1.81 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 6.693231e-05 0.000000e+00 energy 6.808373e+00 1.471776e-05 6.808373e-02 displacement 4.786546e+01 2.006239e-03 3.789541e-05 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.534919 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 2.005858e-05 0.000000e+00 energy 6.808373e+00 9.472290e-07 6.808373e-02 displacement 4.786546e+01 2.595754e-03 3.762968e-05 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 7.491817e-06 0.000000e+00 energy 6.808373e+00 1.981800e-06 6.808373e-02 displacement 4.786546e+01 9.135421e-04 3.744755e-05 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 1.255612e-06 0.000000e+00 energy 6.808373e+00 3.529095e-07 6.808373e-02 displacement 4.786546e+01 3.856186e-04 3.739576e-05 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 8.100764e-07 0.000000e+00 energy 6.808373e+00 8.511502e-08 6.808373e-02 displacement 4.786546e+01 4.422859e-04 3.751145e-05 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 3.880373e-07 0.000000e+00 energy 6.808373e+00 3.726641e-08 6.808373e-02 displacement 4.786546e+01 1.864261e-04 3.758564e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323306 11 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.095612e+01 2.326797e-08 0.000000e+00 energy 6.808373e+00 2.306288e-08 6.808373e-02 displacement 4.786546e+01 8.039338e-06 3.756820e-05 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323306 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 4.181247e+01 3.696037e-03 0.000000e+00 energy 6.925983e+00 4.672265e-04 6.925983e-02 displacement 5.021558e+01 5.021558e+01 5.021558e-05 2 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 1.092174e-03 0.000000e+00 energy 6.925983e+00 2.373475e-04 6.925983e-02 displacement 5.021558e+01 3.672583e-01 4.586776e-05 3 Nonlinear solution status: time= 1.82 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 9.797297e-04 0.000000e+00 energy 6.925983e+00 1.463248e-04 6.925983e-02 displacement 5.021558e+01 5.052232e-01 4.025303e-05 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 3.006126e-04 0.000000e+00 energy 6.925983e+00 1.255878e-04 6.925983e-02 displacement 5.021558e+01 1.072096e-01 3.837198e-05 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 2.340456e-04 0.000000e+00 energy 6.925983e+00 1.325500e-04 6.925983e-02 displacement 5.021558e+01 5.036434e-02 3.746040e-05 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 6.254630e-05 0.000000e+00 energy 6.925983e+00 2.185278e-05 6.925983e-02 displacement 5.021558e+01 7.057807e-03 3.811351e-05 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 2.086792e-05 0.000000e+00 energy 6.925983e+00 7.636468e-07 6.925983e-02 displacement 5.021558e+01 9.568931e-04 3.830752e-05 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 1.075731e-05 0.000000e+00 energy 6.925983e+00 4.624840e-06 6.925983e-02 displacement 5.021558e+01 1.415648e-03 3.842273e-05 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 3.028301e-06 0.000000e+00 energy 6.925983e+00 1.963401e-06 6.925983e-02 displacement 5.021558e+01 3.694140e-04 3.841344e-05 10 Nonlinear solution status: time= 1.82 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 1.353555e-06 0.000000e+00 energy 6.925983e+00 5.068587e-07 6.925983e-02 displacement 5.021558e+01 3.293128e-04 3.854814e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323378 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.181247e+01 2.328692e-07 0.000000e+00 energy 6.925983e+00 1.774557e-07 6.925983e-02 displacement 5.021558e+01 2.502531e-05 3.855098e-05 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323378 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 4.311216e+01 3.417773e-03 0.000000e+00 energy 7.073811e+00 4.022454e-03 7.073811e-02 displacement 5.214715e+01 5.214715e+01 5.214715e-05 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 1.037932e-03 0.000000e+00 energy 7.073811e+00 5.431601e-04 7.073811e-02 displacement 5.214715e+01 3.735607e-01 4.737656e-05 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 1.016326e-03 0.000000e+00 energy 7.073811e+00 9.996430e-05 7.073811e-02 displacement 5.214715e+01 1.104324e+00 3.892547e-05 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 2.010713e-04 0.000000e+00 energy 7.073811e+00 5.288259e-05 7.073811e-02 displacement 5.214715e+01 2.265781e-02 3.823495e-05 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.632113 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 2.889657e-04 0.000000e+00 energy 7.073811e+00 5.433203e-05 7.073811e-02 displacement 5.214715e+01 3.028356e-02 3.767895e-05 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 6.600805e-05 0.000000e+00 energy 7.073811e+00 1.939000e-05 7.073811e-02 displacement 5.214715e+01 9.324676e-03 3.739252e-05 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.510586 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 1.911693e-05 0.000000e+00 energy 7.073811e+00 2.008359e-06 7.073811e-02 displacement 5.214715e+01 2.726992e-03 3.717729e-05 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.596018 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 1.071467e-05 0.000000e+00 energy 7.073811e+00 1.064042e-06 7.073811e-02 displacement 5.214715e+01 7.028689e-04 3.731265e-05 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 4.688264e-06 0.000000e+00 energy 7.073811e+00 2.044013e-06 7.073811e-02 displacement 5.214715e+01 2.033788e-03 3.757647e-05 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 2.046451e-06 0.000000e+00 energy 7.073811e+00 4.218082e-07 7.073811e-02 displacement 5.214715e+01 5.583520e-04 3.767903e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323432 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.311216e+01 1.117436e-07 0.000000e+00 energy 7.073811e+00 4.621015e-08 7.073811e-02 displacement 5.214715e+01 2.895589e-05 3.766295e-05 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323432 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 4.471312e+01 3.653955e-03 0.000000e+00 energy 7.176161e+00 5.693680e-03 7.176161e-02 displacement 5.307903e+01 5.307903e+01 5.307903e-05 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 5.323784e-04 0.000000e+00 energy 7.176161e+00 6.448160e-04 7.176161e-02 displacement 5.307903e+01 4.269714e-01 4.717757e-05 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 1.965273e-04 0.000000e+00 energy 7.176161e+00 2.529361e-06 7.176161e-02 displacement 5.307903e+01 5.523431e-01 4.114196e-05 4 Nonlinear solution status: time= 1.84 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 1.018846e-04 0.000000e+00 energy 7.176161e+00 7.153670e-05 7.176161e-02 displacement 5.307903e+01 4.198342e-02 4.007340e-05 5 Nonlinear solution status: time= 1.84 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 1.709890e-05 0.000000e+00 energy 7.176161e+00 1.558687e-05 7.176161e-02 displacement 5.307903e+01 1.106818e-03 4.014211e-05 6 Nonlinear solution status: time= 1.84 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 2.049814e-05 0.000000e+00 energy 7.176161e+00 2.091499e-05 7.176161e-02 displacement 5.307903e+01 4.490295e-03 3.965982e-05 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 5.985290e-06 0.000000e+00 energy 7.176161e+00 5.200410e-06 7.176161e-02 displacement 5.307903e+01 2.793544e-04 3.962741e-05 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 1.197882e-06 0.000000e+00 energy 7.176161e+00 6.231252e-07 7.176161e-02 displacement 5.307903e+01 4.338712e-05 3.961320e-05 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.599865 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 5.386220e-07 0.000000e+00 energy 7.176161e+00 2.893312e-07 7.176161e-02 displacement 5.307903e+01 9.797735e-05 3.955182e-05 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.471312e+01 9.502412e-08 0.000000e+00 energy 7.176161e+00 2.505096e-08 7.176161e-02 displacement 5.307903e+01 7.230783e-06 3.954709e-05 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323450 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 4.582163e+01 3.928522e-03 0.000000e+00 energy 7.314020e+00 2.505585e-03 7.314020e-02 displacement 5.455015e+01 5.455015e+01 5.455015e-05 2 Nonlinear solution status: time= 1.85 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 6.495063e-04 0.000000e+00 energy 7.314020e+00 6.893338e-04 7.314020e-02 displacement 5.455015e+01 4.989057e-01 4.793505e-05 3 Nonlinear solution status: time= 1.85 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 1.893273e-04 0.000000e+00 energy 7.314020e+00 5.396086e-05 7.314020e-02 displacement 5.455015e+01 4.713259e-01 4.219779e-05 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 2.832675e-05 0.000000e+00 energy 7.314020e+00 2.078454e-06 7.314020e-02 displacement 5.455015e+01 1.486922e-02 4.148352e-05 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 9.709892e-06 0.000000e+00 energy 7.314020e+00 3.258123e-07 7.314020e-02 displacement 5.455015e+01 3.152173e-03 4.113698e-05 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 4.337402e-06 0.000000e+00 energy 7.314020e+00 1.703838e-06 7.314020e-02 displacement 5.455015e+01 1.248393e-03 4.092833e-05 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 2.884048e-06 0.000000e+00 energy 7.314020e+00 9.239944e-07 7.314020e-02 displacement 5.455015e+01 7.900662e-04 4.083656e-05 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 6.329620e-07 0.000000e+00 energy 7.314020e+00 5.859706e-08 7.314020e-02 displacement 5.455015e+01 6.237723e-05 4.085844e-05 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.582163e+01 2.175771e-07 0.000000e+00 energy 7.314020e+00 2.140620e-08 7.314020e-02 displacement 5.455015e+01 2.147478e-05 4.084815e-05 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323450 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 4.524423e+01 5.704664e-03 0.000000e+00 energy 7.243053e+00 1.915419e-03 7.243053e-02 displacement 5.387518e+01 5.387518e+01 5.387518e-05 2 Nonlinear solution status: time= 1.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 7.930338e-04 0.000000e+00 energy 7.243053e+00 5.738645e-04 7.243053e-02 displacement 5.387518e+01 4.199901e-01 4.834433e-05 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 3.846099e-04 0.000000e+00 energy 7.243053e+00 2.181639e-04 7.243053e-02 displacement 5.387518e+01 5.584852e-01 4.187461e-05 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 5.707482e-05 0.000000e+00 energy 7.243053e+00 1.328094e-05 7.243053e-02 displacement 5.387518e+01 1.981820e-03 4.192430e-05 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 1.203987e-05 0.000000e+00 energy 7.243053e+00 1.204727e-06 7.243053e-02 displacement 5.387518e+01 4.331147e-03 4.146090e-05 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.446261 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 5.863175e-06 0.000000e+00 energy 7.243053e+00 9.562167e-07 7.243053e-02 displacement 5.387518e+01 5.880546e-04 4.127846e-05 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 7.493408e-07 0.000000e+00 energy 7.243053e+00 2.596912e-07 7.243053e-02 displacement 5.387518e+01 5.640567e-04 4.113813e-05 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.524423e+01 1.278394e-07 0.000000e+00 energy 7.243053e+00 4.988704e-08 7.243053e-02 displacement 5.387518e+01 1.639761e-05 4.116683e-05 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323468 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 4.784779e+01 5.736393e-03 0.000000e+00 energy 7.423263e+00 2.393896e-03 7.423263e-02 displacement 5.509306e+01 5.509306e+01 5.509306e-05 2 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 9.581541e-04 0.000000e+00 energy 7.423263e+00 1.059805e-03 7.423263e-02 displacement 5.509306e+01 6.891989e-01 4.730736e-05 3 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 3.611636e-04 0.000000e+00 energy 7.423263e+00 8.274493e-05 7.423263e-02 displacement 5.509306e+01 6.672382e-01 4.079111e-05 4 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 5.110813e-05 0.000000e+00 energy 7.423263e+00 1.835430e-05 7.423263e-02 displacement 5.509306e+01 6.035651e-02 3.926490e-05 5 Nonlinear solution status: time= 1.87 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 7.799465e-06 0.000000e+00 energy 7.423263e+00 1.082843e-06 7.423263e-02 displacement 5.509306e+01 4.549504e-03 3.901891e-05 6 Nonlinear solution status: time= 1.87 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 5.326290e-06 0.000000e+00 energy 7.423263e+00 1.654047e-06 7.423263e-02 displacement 5.509306e+01 1.200448e-03 3.892666e-05 7 Nonlinear solution status: time= 1.87 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 5.845743e-06 0.000000e+00 energy 7.423263e+00 3.509634e-06 7.423263e-02 displacement 5.509306e+01 1.280263e-03 3.886645e-05 8 Nonlinear solution status: time= 1.87 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 8.584222e-07 0.000000e+00 energy 7.423263e+00 5.281426e-07 7.423263e-02 displacement 5.509306e+01 3.421821e-04 3.891167e-05 9 Nonlinear solution status: time= 1.87 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 1.377306e-07 0.000000e+00 energy 7.423263e+00 1.039654e-07 7.423263e-02 displacement 5.509306e+01 2.630524e-04 3.897465e-05 10 Nonlinear solution status: time= 1.87 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.784779e+01 1.957474e-08 0.000000e+00 energy 7.423263e+00 1.545656e-08 7.423263e-02 displacement 5.509306e+01 7.429684e-06 3.896678e-05 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323468 1 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 5.411475e-03 0.000000e+00 energy 7.459969e+00 1.029414e-03 7.459969e-02 displacement 5.594265e+01 5.594265e+01 5.594265e-05 2 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.307272e-03 0.000000e+00 energy 7.459969e+00 4.545040e-04 7.459969e-02 displacement 5.594265e+01 5.704930e-01 4.934368e-05 3 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.275679e-03 0.000000e+00 energy 7.459969e+00 2.165703e-05 7.459969e-02 displacement 5.594265e+01 8.662382e-01 4.123828e-05 4 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.408916e-04 0.000000e+00 energy 7.459969e+00 6.096696e-05 7.459969e-02 displacement 5.594265e+01 7.964179e-02 3.913665e-05 5 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.128340e-04 0.000000e+00 energy 7.459969e+00 3.248157e-05 7.459969e-02 displacement 5.594265e+01 1.357149e-02 3.864515e-05 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 8.765439e-05 0.000000e+00 energy 7.459969e+00 2.581823e-08 7.459969e-02 displacement 5.594265e+01 6.757956e-03 3.866682e-05 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.023220e-04 0.000000e+00 energy 7.459969e+00 3.898995e-06 7.459969e-02 displacement 5.594265e+01 7.695388e-03 3.869035e-05 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.544803 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.381788e-04 0.000000e+00 energy 7.459969e+00 4.593296e-05 7.459969e-02 displacement 5.594265e+01 1.942003e-02 3.912475e-05 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 2.400392e-05 0.000000e+00 energy 7.459969e+00 1.915317e-05 7.459969e-02 displacement 5.594265e+01 2.983487e-03 3.903359e-05 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.579362 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 2.055804e-05 0.000000e+00 energy 7.459969e+00 7.716842e-06 7.459969e-02 displacement 5.594265e+01 9.598560e-03 3.859073e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323468 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 1.576037e-06 0.000000e+00 energy 7.459969e+00 1.029064e-06 7.459969e-02 displacement 5.594265e+01 3.388368e-04 3.856985e-05 12 Nonlinear solution status: time= 1.88 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 7.132936e-07 0.000000e+00 energy 7.459969e+00 3.983479e-07 7.459969e-02 displacement 5.594265e+01 2.696223e-04 3.849834e-05 13 Nonlinear solution status: time= 1.88 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 2.110482e-07 0.000000e+00 energy 7.459969e+00 1.193501e-07 7.459969e-02 displacement 5.594265e+01 2.773150e-04 3.841570e-05 14 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.848951e+01 3.203113e-08 0.000000e+00 energy 7.459969e+00 2.748609e-08 7.459969e-02 displacement 5.594265e+01 3.220106e-05 3.838858e-05 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323468 1 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 6.207612e-03 0.000000e+00 energy 7.530877e+00 8.614926e-03 7.530877e-02 displacement 5.636220e+01 5.636220e+01 5.636220e-05 2 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 1.443201e-03 0.000000e+00 energy 7.530877e+00 1.234217e-03 7.530877e-02 displacement 5.636220e+01 5.855536e-01 4.890601e-05 3 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 1.425861e-03 0.000000e+00 energy 7.530877e+00 8.986607e-04 7.530877e-02 displacement 5.636220e+01 1.368248e+00 3.913199e-05 4 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 1.151623e-03 0.000000e+00 energy 7.530877e+00 4.780056e-04 7.530877e-02 displacement 5.636220e+01 2.994409e-01 3.667623e-05 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 2.793080e-04 0.000000e+00 energy 7.530877e+00 6.431994e-05 7.530877e-02 displacement 5.636220e+01 3.376956e-02 3.774023e-05 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 2.288669e-04 0.000000e+00 energy 7.530877e+00 1.403919e-04 7.530877e-02 displacement 5.636220e+01 1.265932e-01 3.637441e-05 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.426351 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 6.910800e-04 0.000000e+00 energy 7.530877e+00 1.118019e-04 7.530877e-02 displacement 5.636220e+01 3.270610e-01 3.437209e-05 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 3.697869e-04 0.000000e+00 energy 7.530877e+00 4.987306e-06 7.530877e-02 displacement 5.636220e+01 1.711970e-01 3.330806e-05 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 7.380547e-04 0.000000e+00 energy 7.530877e+00 4.004117e-05 7.530877e-02 displacement 5.636220e+01 1.066867e-01 3.259631e-05 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 3.308923e-04 0.000000e+00 energy 7.530877e+00 7.896522e-05 7.530877e-02 displacement 5.636220e+01 2.218417e-02 3.259451e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323486 11 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 1.508322e-04 0.000000e+00 energy 7.530877e+00 9.296863e-05 7.530877e-02 displacement 5.636220e+01 7.062253e-03 3.266084e-05 12 Nonlinear solution status: time= 1.89 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 2.546637e-04 0.000000e+00 energy 7.530877e+00 8.273551e-05 7.530877e-02 displacement 5.636220e+01 4.441093e-03 3.306309e-05 13 Nonlinear solution status: time= 1.89 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 1.627849e-05 0.000000e+00 energy 7.530877e+00 6.419818e-06 7.530877e-02 displacement 5.636220e+01 1.390420e-03 3.287667e-05 14 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 6.981362e-06 0.000000e+00 energy 7.530877e+00 4.448119e-06 7.530877e-02 displacement 5.636220e+01 6.832320e-04 3.272550e-05 15 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.402492 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 3.538991e-06 0.000000e+00 energy 7.530877e+00 4.469786e-07 7.530877e-02 displacement 5.636220e+01 2.033230e-04 3.269368e-05 16 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 8.958496e-07 0.000000e+00 energy 7.530877e+00 2.492565e-07 7.530877e-02 displacement 5.636220e+01 2.027731e-04 3.268851e-05 17 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 6.647291e-07 0.000000e+00 energy 7.530877e+00 4.962900e-08 7.530877e-02 displacement 5.636220e+01 3.270673e-05 3.269362e-05 18 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 7.844824e-08 0.000000e+00 energy 7.530877e+00 1.350300e-08 7.530877e-02 displacement 5.636220e+01 1.254409e-04 3.267115e-05 19 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.962295e+01 9.244967e-09 0.000000e+00 energy 7.530877e+00 2.287327e-09 7.530877e-02 displacement 5.636220e+01 2.046926e-06 3.266524e-05 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323540 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 5.154871e+01 6.449984e-03 0.000000e+00 energy 7.730318e+00 6.823280e-03 7.730318e-02 displacement 5.749533e+01 5.749533e+01 5.749533e-05 2 Nonlinear solution status: time= 1.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 9.731321e-04 0.000000e+00 energy 7.730318e+00 7.725003e-04 7.730318e-02 displacement 5.749533e+01 4.622876e-01 5.079659e-05 3 Nonlinear solution status: time= 1.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 5.904040e-04 0.000000e+00 energy 7.730318e+00 1.093990e-05 7.730318e-02 displacement 5.749533e+01 8.265529e-01 4.262204e-05 4 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 3.020314e-04 0.000000e+00 energy 7.730318e+00 5.432285e-05 7.730318e-02 displacement 5.749533e+01 1.686155e-01 4.022614e-05 5 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 7.436562e-05 0.000000e+00 energy 7.730318e+00 2.224439e-05 7.730318e-02 displacement 5.749533e+01 7.097823e-03 4.005013e-05 6 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 4.278984e-05 0.000000e+00 energy 7.730318e+00 3.785092e-05 7.730318e-02 displacement 5.749533e+01 1.098712e-02 3.950847e-05 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 3.456133e-06 0.000000e+00 energy 7.730318e+00 3.421033e-07 7.730318e-02 displacement 5.749533e+01 2.918116e-03 3.983346e-05 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.564071 convergence norms : INITIAL CURRENT REQUIRED residual 5.154871e+01 1.368592e-06 0.000000e+00 energy 7.730318e+00 5.830013e-07 7.730318e-02 displacement 5.749533e+01 9.296442e-05 3.985285e-05 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 5.154871e+01 6.296778e-07 0.000000e+00 energy 7.730318e+00 7.418015e-08 7.730318e-02 displacement 5.749533e+01 4.308917e-05 3.986593e-05 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 5.154871e+01 1.492327e-07 0.000000e+00 energy 7.730318e+00 1.210037e-08 7.730318e-02 displacement 5.749533e+01 3.764646e-06 3.986841e-05 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323594 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 5.308291e+01 5.683756e-03 0.000000e+00 energy 7.851601e+00 9.728697e-03 7.851601e-02 displacement 5.758057e+01 5.758057e+01 5.758057e-05 2 Nonlinear solution status: time= 1.91 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 7.903774e-04 0.000000e+00 energy 7.851601e+00 5.832922e-04 7.851601e-02 displacement 5.758057e+01 1.202867e-01 5.555283e-05 3 Nonlinear solution status: time= 1.91 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 3.729926e-04 0.000000e+00 energy 7.851601e+00 1.967233e-04 7.851601e-02 displacement 5.758057e+01 2.726429e-01 5.028524e-05 4 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.558546 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 9.845436e-05 0.000000e+00 energy 7.851601e+00 1.583381e-05 7.851601e-02 displacement 5.758057e+01 4.270582e-02 4.847605e-05 5 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 2.671209e-05 0.000000e+00 energy 7.851601e+00 3.568833e-06 7.851601e-02 displacement 5.758057e+01 9.969565e-03 4.762149e-05 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 1.793024e-05 0.000000e+00 energy 7.851601e+00 1.401727e-06 7.851601e-02 displacement 5.758057e+01 3.359216e-03 4.719997e-05 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 2.636187e-06 0.000000e+00 energy 7.851601e+00 1.467344e-06 7.851601e-02 displacement 5.758057e+01 3.283043e-04 4.711405e-05 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 1.372987e-06 0.000000e+00 energy 7.851601e+00 5.806139e-07 7.851601e-02 displacement 5.758057e+01 3.845194e-04 4.728011e-05 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.308291e+01 6.736828e-08 0.000000e+00 energy 7.851601e+00 1.117459e-08 7.851601e-02 displacement 5.758057e+01 8.810796e-06 4.727437e-05 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323612 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 5.318942e+01 4.738792e-03 0.000000e+00 energy 7.889522e+00 7.995516e-03 7.889522e-02 displacement 5.974405e+01 5.974405e+01 5.974405e-05 2 Nonlinear solution status: time= 1.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 6.299255e-04 0.000000e+00 energy 7.889522e+00 3.397929e-04 7.889522e-02 displacement 5.974405e+01 2.162787e-01 5.538821e-05 3 Nonlinear solution status: time= 1.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 3.333177e-04 0.000000e+00 energy 7.889522e+00 1.312612e-05 7.889522e-02 displacement 5.974405e+01 3.993689e-01 4.892555e-05 4 Nonlinear solution status: time= 1.92 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 1.470444e-04 0.000000e+00 energy 7.889522e+00 9.612310e-05 7.889522e-02 displacement 5.974405e+01 2.240485e-02 4.786027e-05 5 Nonlinear solution status: time= 1.92 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 1.683723e-04 0.000000e+00 energy 7.889522e+00 6.796875e-05 7.889522e-02 displacement 5.974405e+01 1.269473e-02 4.722187e-05 6 Nonlinear solution status: time= 1.92 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 3.691270e-05 0.000000e+00 energy 7.889522e+00 1.691677e-05 7.889522e-02 displacement 5.974405e+01 1.670607e-03 4.707444e-05 7 Nonlinear solution status: time= 1.92 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 1.264047e-05 0.000000e+00 energy 7.889522e+00 1.771660e-07 7.889522e-02 displacement 5.974405e+01 1.322095e-03 4.735801e-05 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.491116 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 6.420122e-06 0.000000e+00 energy 7.889522e+00 2.088840e-06 7.889522e-02 displacement 5.974405e+01 1.069930e-04 4.730266e-05 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 2.811493e-06 0.000000e+00 energy 7.889522e+00 2.284849e-06 7.889522e-02 displacement 5.974405e+01 3.562342e-04 4.717033e-05 10 Nonlinear solution status: time= 1.92 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 3.012849e-06 0.000000e+00 energy 7.889522e+00 1.460946e-06 7.889522e-02 displacement 5.974405e+01 1.244042e-04 4.708756e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323612 11 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.318942e+01 2.100008e-08 0.000000e+00 energy 7.889522e+00 2.428620e-09 7.889522e-02 displacement 5.974405e+01 2.167202e-05 4.711564e-05 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323612 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 5.381108e+01 6.365448e-03 0.000000e+00 energy 7.962331e+00 2.686379e-03 7.962331e-02 displacement 6.115794e+01 6.115794e+01 6.115794e-05 2 Nonlinear solution status: time= 1.93 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 8.426673e-04 0.000000e+00 energy 7.962331e+00 6.171887e-04 7.962331e-02 displacement 6.115794e+01 3.378850e-01 5.539319e-05 3 Nonlinear solution status: time= 1.93 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 3.879627e-04 0.000000e+00 energy 7.962331e+00 8.742453e-05 7.962331e-02 displacement 6.115794e+01 5.646133e-01 4.825875e-05 4 Nonlinear solution status: time= 1.93 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 5.232765e-05 0.000000e+00 energy 7.962331e+00 1.994828e-05 7.962331e-02 displacement 6.115794e+01 3.655350e-02 4.687665e-05 5 Nonlinear solution status: time= 1.93 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 3.149398e-05 0.000000e+00 energy 7.962331e+00 1.339535e-06 7.962331e-02 displacement 6.115794e+01 4.481897e-03 4.642454e-05 6 Nonlinear solution status: time= 1.93 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 6.272120e-06 0.000000e+00 energy 7.962331e+00 1.840744e-06 7.962331e-02 displacement 6.115794e+01 1.317485e-03 4.618147e-05 7 Nonlinear solution status: time= 1.93 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 2.183491e-06 0.000000e+00 energy 7.962331e+00 3.561229e-08 7.962331e-02 displacement 6.115794e+01 1.887883e-04 4.611513e-05 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 1.185253e-06 0.000000e+00 energy 7.962331e+00 9.381126e-08 7.962331e-02 displacement 6.115794e+01 1.114124e-04 4.612760e-05 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.381108e+01 2.368606e-07 0.000000e+00 energy 7.962331e+00 2.109153e-08 7.962331e-02 displacement 6.115794e+01 1.490692e-05 4.611676e-05 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 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 5.545154e+01 5.827486e-03 0.000000e+00 energy 8.093057e+00 1.901596e-03 8.093057e-02 displacement 6.378546e+01 6.378546e+01 6.378546e-05 2 Nonlinear solution status: time= 1.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 1.111483e-03 0.000000e+00 energy 8.093057e+00 9.190408e-04 8.093057e-02 displacement 6.378546e+01 5.171464e-01 5.617324e-05 3 Nonlinear solution status: time= 1.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 8.142777e-04 0.000000e+00 energy 8.093057e+00 2.573829e-04 8.093057e-02 displacement 6.378546e+01 7.360610e-01 4.761298e-05 4 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 1.879878e-04 0.000000e+00 energy 8.093057e+00 6.828156e-05 8.093057e-02 displacement 6.378546e+01 6.126666e-02 4.577231e-05 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 9.531123e-05 0.000000e+00 energy 8.093057e+00 2.301375e-05 8.093057e-02 displacement 6.378546e+01 7.403560e-03 4.535380e-05 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.631104 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 5.169912e-05 0.000000e+00 energy 8.093057e+00 7.391368e-06 8.093057e-02 displacement 6.378546e+01 6.718906e-03 4.481208e-05 7 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 1.444687e-05 0.000000e+00 energy 8.093057e+00 1.971860e-06 8.093057e-02 displacement 6.378546e+01 9.329103e-03 4.409269e-05 8 Nonlinear solution status: time= 1.94 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 2.651298e-06 0.000000e+00 energy 8.093057e+00 1.534693e-06 8.093057e-02 displacement 6.378546e+01 7.870667e-04 4.394431e-05 9 Nonlinear solution status: time= 1.94 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 8.238580e-07 0.000000e+00 energy 8.093057e+00 7.160008e-08 8.093057e-02 displacement 6.378546e+01 1.896989e-04 4.403768e-05 10 Nonlinear solution status: time= 1.94 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.558006 convergence norms : INITIAL CURRENT REQUIRED residual 5.545154e+01 5.086632e-07 0.000000e+00 energy 8.093057e+00 1.444575e-07 8.093057e-02 displacement 6.378546e+01 4.330088e-05 4.407691e-05 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323684 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 5.634635e+01 7.720573e-03 0.000000e+00 energy 8.157166e+00 5.763065e-03 8.157166e-02 displacement 6.496920e+01 6.496920e+01 6.496920e-05 2 Nonlinear solution status: time= 1.95 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 2.924004e-03 0.000000e+00 energy 8.157166e+00 1.337926e-03 8.157166e-02 displacement 6.496920e+01 2.596922e-01 6.459211e-05 3 Nonlinear solution status: time= 1.95 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 9.006896e-04 0.000000e+00 energy 8.157166e+00 7.670680e-04 8.157166e-02 displacement 6.496920e+01 5.173386e-01 5.599767e-05 4 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 2.108614e-04 0.000000e+00 energy 8.157166e+00 5.606366e-04 8.157166e-02 displacement 6.496920e+01 5.089950e-01 4.852112e-05 5 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 1.020923e-04 0.000000e+00 energy 8.157166e+00 1.462520e-04 8.157166e-02 displacement 6.496920e+01 2.601324e-02 5.001209e-05 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 5.588284e-05 0.000000e+00 energy 8.157166e+00 5.127828e-05 8.157166e-02 displacement 6.496920e+01 8.253146e-03 4.916465e-05 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.227888 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 6.684439e-06 0.000000e+00 energy 8.157166e+00 7.725421e-06 8.157166e-02 displacement 6.496920e+01 4.287611e-03 4.853137e-05 8 Nonlinear solution status: time= 1.95 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 3.025352e-06 0.000000e+00 energy 8.157166e+00 1.086102e-06 8.157166e-02 displacement 6.496920e+01 8.429086e-05 4.852157e-05 9 Nonlinear solution status: time= 1.95 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 9.033201e-07 0.000000e+00 energy 8.157166e+00 4.525058e-08 8.157166e-02 displacement 6.496920e+01 2.175267e-04 4.839009e-05 10 Nonlinear solution status: time= 1.95 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.634635e+01 7.063279e-07 0.000000e+00 energy 8.157166e+00 3.370370e-07 8.157166e-02 displacement 6.496920e+01 4.679022e-05 4.834844e-05 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 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 5.744432e+01 6.983062e-03 0.000000e+00 energy 8.235233e+00 5.848526e-03 8.235233e-02 displacement 6.774866e+01 6.774866e+01 6.774866e-05 2 Nonlinear solution status: time= 1.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 1.307509e-03 0.000000e+00 energy 8.235233e+00 6.004911e-04 8.235233e-02 displacement 6.774866e+01 1.893510e-01 6.328453e-05 3 Nonlinear solution status: time= 1.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 4.207217e-04 0.000000e+00 energy 8.235233e+00 2.202079e-04 8.235233e-02 displacement 6.774866e+01 2.443292e-01 5.744022e-05 4 Nonlinear solution status: time= 1.96 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 1.176999e-04 0.000000e+00 energy 8.235233e+00 4.771261e-05 8.235233e-02 displacement 6.774866e+01 1.676440e-02 5.639156e-05 5 Nonlinear solution status: time= 1.96 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 5.870585e-05 0.000000e+00 energy 8.235233e+00 1.495710e-05 8.235233e-02 displacement 6.774866e+01 5.483536e-03 5.566794e-05 6 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.460726 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 3.541317e-05 0.000000e+00 energy 8.235233e+00 9.911115e-06 8.235233e-02 displacement 6.774866e+01 1.917453e-03 5.524917e-05 7 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 9.019319e-06 0.000000e+00 energy 8.235233e+00 3.864704e-06 8.235233e-02 displacement 6.774866e+01 4.469233e-04 5.511429e-05 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 2.485682e-06 0.000000e+00 energy 8.235233e+00 4.504246e-07 8.235233e-02 displacement 6.774866e+01 1.539075e-04 5.506638e-05 9 Nonlinear solution status: time= 1.96 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.744432e+01 1.073287e-06 0.000000e+00 energy 8.235233e+00 5.398842e-08 8.235233e-02 displacement 6.774866e+01 5.456960e-05 5.503362e-05 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 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 5.772743e+01 6.625595e-03 0.000000e+00 energy 8.292267e+00 4.503338e-03 8.292267e-02 displacement 6.908585e+01 6.908585e+01 6.908585e-05 2 Nonlinear solution status: time= 1.97 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772743e+01 1.025879e-03 0.000000e+00 energy 8.292267e+00 8.681545e-04 8.292267e-02 displacement 6.908585e+01 3.143420e-01 6.265367e-05 3 Nonlinear solution status: time= 1.97 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772743e+01 3.509466e-04 0.000000e+00 energy 8.292267e+00 2.410721e-05 8.292267e-02 displacement 6.908585e+01 3.550657e-01 5.622199e-05 4 Nonlinear solution status: time= 1.97 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772743e+01 8.546491e-05 0.000000e+00 energy 8.292267e+00 4.273394e-05 8.292267e-02 displacement 6.908585e+01 5.840536e-02 5.389568e-05 5 Nonlinear solution status: time= 1.97 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772743e+01 4.610366e-05 0.000000e+00 energy 8.292267e+00 3.118473e-06 8.292267e-02 displacement 6.908585e+01 3.729986e-02 5.225699e-05 6 Nonlinear solution status: time= 1.97 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772743e+01 1.521674e-05 0.000000e+00 energy 8.292267e+00 5.729777e-06 8.292267e-02 displacement 6.908585e+01 5.271607e-03 5.172210e-05 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772743e+01 8.037778e-06 0.000000e+00 energy 8.292267e+00 2.692165e-06 8.292267e-02 displacement 6.908585e+01 2.571266e-03 5.144233e-05 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 5.772743e+01 4.483478e-06 0.000000e+00 energy 8.292267e+00 8.701136e-07 8.292267e-02 displacement 6.908585e+01 2.724867e-03 5.102654e-05 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 5.772743e+01 1.059797e-06 0.000000e+00 energy 8.292267e+00 4.975291e-07 8.292267e-02 displacement 6.908585e+01 2.020386e-03 5.066222e-05 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 5.772743e+01 1.130805e-07 0.000000e+00 energy 8.292267e+00 1.522863e-07 8.292267e-02 displacement 6.908585e+01 1.493990e-04 5.074170e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 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 5.772743e+01 1.032646e-08 0.000000e+00 energy 8.292267e+00 8.113764e-09 8.292267e-02 displacement 6.908585e+01 4.031837e-06 5.073241e-05 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 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 5.823744e+01 6.538733e-03 0.000000e+00 energy 8.326576e+00 4.206440e-03 8.326576e-02 displacement 7.003581e+01 7.003581e+01 7.003581e-05 2 Nonlinear solution status: time= 1.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 1.272594e-03 0.000000e+00 energy 8.326576e+00 7.004157e-04 8.326576e-02 displacement 7.003581e+01 4.047106e-01 6.291482e-05 3 Nonlinear solution status: time= 1.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 8.307302e-04 0.000000e+00 energy 8.326576e+00 2.424359e-04 8.326576e-02 displacement 7.003581e+01 4.562286e-01 5.559295e-05 4 Nonlinear solution status: time= 1.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 2.280673e-04 0.000000e+00 energy 8.326576e+00 2.544537e-05 8.326576e-02 displacement 7.003581e+01 9.708879e-02 5.287830e-05 5 Nonlinear solution status: time= 1.98 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 7.059040e-05 0.000000e+00 energy 8.326576e+00 4.577138e-05 8.326576e-02 displacement 7.003581e+01 1.710051e-02 5.183453e-05 6 Nonlinear solution status: time= 1.98 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 2.835935e-05 0.000000e+00 energy 8.326576e+00 6.077910e-06 8.326576e-02 displacement 7.003581e+01 1.767971e-02 5.094855e-05 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.626859 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 1.391491e-05 0.000000e+00 energy 8.326576e+00 1.488192e-06 8.326576e-02 displacement 7.003581e+01 3.893060e-04 5.107538e-05 8 Nonlinear solution status: time= 1.98 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 1.337516e-05 0.000000e+00 energy 8.326576e+00 3.878191e-06 8.326576e-02 displacement 7.003581e+01 1.657567e-03 5.138649e-05 9 Nonlinear solution status: time= 1.98 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 6.667170e-07 0.000000e+00 energy 8.326576e+00 3.233632e-07 8.326576e-02 displacement 7.003581e+01 3.042555e-04 5.123188e-05 10 Nonlinear solution status: time= 1.98 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 7.514040e-07 0.000000e+00 energy 8.326576e+00 4.571069e-08 8.326576e-02 displacement 7.003581e+01 6.459150e-04 5.100547e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 11 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.823744e+01 7.907596e-08 0.000000e+00 energy 8.326576e+00 4.718945e-08 8.326576e-02 displacement 7.003581e+01 2.711833e-05 5.097388e-05 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323666 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 5.794172e+01 6.624568e-03 0.000000e+00 energy 8.287627e+00 6.314229e-03 8.287627e-02 displacement 7.073417e+01 7.073417e+01 7.073417e-05 2 Nonlinear solution status: time= 1.99 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 1.180634e-03 0.000000e+00 energy 8.287627e+00 1.072326e-03 8.287627e-02 displacement 7.073417e+01 3.299650e-01 6.389297e-05 3 Nonlinear solution status: time= 1.99 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 7.309250e-04 0.000000e+00 energy 8.287627e+00 2.339043e-04 8.287627e-02 displacement 7.073417e+01 8.011007e-01 5.404538e-05 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 4.539987e-04 0.000000e+00 energy 8.287627e+00 1.350496e-04 8.287627e-02 displacement 7.073417e+01 3.439185e-01 4.898712e-05 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 8.980536e-05 0.000000e+00 energy 8.287627e+00 5.370467e-05 8.287627e-02 displacement 7.073417e+01 4.703368e-03 4.878497e-05 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.634927 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 1.493212e-05 0.000000e+00 energy 8.287627e+00 4.090147e-06 8.287627e-02 displacement 7.073417e+01 2.854087e-03 4.913677e-05 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 5.794172e+01 6.076276e-06 0.000000e+00 energy 8.287627e+00 2.975108e-06 8.287627e-02 displacement 7.073417e+01 2.470016e-03 4.876922e-05 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 5.794172e+01 6.849986e-06 0.000000e+00 energy 8.287627e+00 7.745092e-07 8.287627e-02 displacement 7.073417e+01 4.556156e-03 4.834526e-05 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 5.794172e+01 6.526206e-06 0.000000e+00 energy 8.287627e+00 9.185337e-07 8.287627e-02 displacement 7.073417e+01 6.224888e-04 4.823345e-05 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 5.794172e+01 9.641233e-06 0.000000e+00 energy 8.287627e+00 1.118801e-06 8.287627e-02 displacement 7.073417e+01 1.048346e-03 4.803977e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323720 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 5.794172e+01 1.577149e-06 0.000000e+00 energy 8.287627e+00 3.078909e-07 8.287627e-02 displacement 7.073417e+01 1.890606e-04 4.801317e-05 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 5.794172e+01 2.172932e-06 0.000000e+00 energy 8.287627e+00 7.846587e-07 8.287627e-02 displacement 7.073417e+01 1.855150e-04 4.799680e-05 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 5.794172e+01 4.955090e-06 0.000000e+00 energy 8.287627e+00 1.734580e-06 8.287627e-02 displacement 7.073417e+01 1.526482e-03 4.799119e-05 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 5.794172e+01 1.272573e-06 0.000000e+00 energy 8.287627e+00 8.919014e-07 8.287627e-02 displacement 7.073417e+01 1.784862e-04 4.803137e-05 15 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.598831 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 6.158049e-07 0.000000e+00 energy 8.287627e+00 4.722176e-07 8.287627e-02 displacement 7.073417e+01 8.508413e-04 4.809422e-05 16 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.794172e+01 9.663548e-08 0.000000e+00 energy 8.287627e+00 7.692161e-08 8.287627e-02 displacement 7.073417e+01 2.173456e-05 4.808511e-05 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 008UA_Quad_run4.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 91 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 360336 Nr of nonzeroes in stiffness matrix ....... : 28323720 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 5.841935e+01 8.342241e-03 0.000000e+00 energy 8.305044e+00 1.213903e-02 8.305044e-02 displacement 7.182788e+01 7.182788e+01 7.182788e-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 5.841935e+01 1.407394e-03 0.000000e+00 energy 8.305044e+00 1.132141e-03 8.305044e-02 displacement 7.182788e+01 3.228975e-01 6.457674e-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 5.841935e+01 2.126015e-04 0.000000e+00 energy 8.305044e+00 8.717856e-05 8.305044e-02 displacement 7.182788e+01 4.541947e-01 5.666643e-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 5.841935e+01 9.419771e-05 0.000000e+00 energy 8.305044e+00 8.602665e-07 8.305044e-02 displacement 7.182788e+01 8.451013e-02 5.368063e-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 5.841935e+01 5.956957e-05 0.000000e+00 energy 8.305044e+00 2.243546e-05 8.305044e-02 displacement 7.182788e+01 4.052656e-02 5.182521e-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 5.841935e+01 9.338736e-06 0.000000e+00 energy 8.305044e+00 1.693168e-06 8.305044e-02 displacement 7.182788e+01 1.467760e-03 5.202097e-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 5.841935e+01 2.521092e-06 0.000000e+00 energy 8.305044e+00 1.958935e-06 8.305044e-02 displacement 7.182788e+01 1.753412e-03 5.240445e-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 5.841935e+01 3.615106e-07 0.000000e+00 energy 8.305044e+00 1.322170e-07 8.305044e-02 displacement 7.182788e+01 2.270755e-04 5.227553e-05 9 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.604859 convergence norms : INITIAL CURRENT REQUIRED residual 5.841935e+01 1.378123e-07 0.000000e+00 energy 8.305044e+00 1.756262e-08 8.305044e-02 displacement 7.182788e+01 1.112478e-04 5.216742e-05 10 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.841935e+01 7.725814e-08 0.000000e+00 energy 8.305044e+00 5.139842e-08 8.305044e-02 displacement 7.182788e+01 2.354137e-06 5.215950e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 008UA_Quad_run4.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 91 Total number of equilibrium iterations ............ : 851 Average number of equilibrium iterations .......... : 9.35165 Total number of right hand evaluations ............ : 1229 Total number of stiffness reformations ............ : 134 Time in linear solver: 1:07:59 Elapsed time : 1:22:20 N O R M A L T E R M I N A T I O N