=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 0 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== Reading file /home/doherts/lustre/MULTIS/006_LL/006LL_Quad_run3.feb ...SUCCESS! ]0;(step 1/2: 0%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 1 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 6.325229e-18 6.085789e-18 0.000000e+00 energy 5.571216e-20 1.452449e-20 5.571216e-22 displacement 1.661510e-20 1.661510e-20 1.661510e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 2 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 6.085789e-18 9.122292e-18 0.000000e+00 energy 4.616082e-20 3.133632e-20 4.616082e-22 displacement 9.637858e-21 9.637858e-21 9.637858e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 9.122292e-18 1.243882e-17 0.000000e+00 energy 6.236172e-20 3.210011e-20 6.236172e-22 displacement 9.809541e-21 9.809541e-21 9.809541e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.243882e-17 8.612998e-18 0.000000e+00 energy 6.326608e-20 3.244120e-20 6.326608e-22 displacement 9.962985e-21 9.962985e-21 9.962985e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.612998e-18 1.078736e-17 0.000000e+00 energy 6.302615e-20 3.199870e-20 6.302615e-22 displacement 9.959458e-21 9.959458e-21 9.959458e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.078736e-17 8.097619e-18 0.000000e+00 energy 6.261378e-20 3.217539e-20 6.261378e-22 displacement 9.871182e-21 9.871182e-21 9.871182e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.097619e-18 8.340956e-18 0.000000e+00 energy 6.272865e-20 3.180288e-20 6.272865e-22 displacement 9.924945e-21 9.924945e-21 9.924945e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.340956e-18 7.583151e-18 0.000000e+00 energy 6.242740e-20 3.208856e-20 6.242740e-22 displacement 9.823427e-21 9.823427e-21 9.823427e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 7.583151e-18 9.388378e-18 0.000000e+00 energy 6.275797e-20 3.186837e-20 6.275797e-22 displacement 9.863962e-21 9.863962e-21 9.863962e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 9.388378e-18 8.135328e-18 0.000000e+00 energy 6.303800e-20 3.210421e-20 6.303800e-22 displacement 9.969169e-21 9.969169e-21 9.969169e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.135328e-18 1.238030e-17 0.000000e+00 energy 6.254523e-20 3.208303e-20 6.254523e-22 displacement 9.851778e-21 9.851778e-21 9.851778e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.238030e-17 8.774246e-18 0.000000e+00 energy 6.295576e-20 3.212107e-20 6.295576e-22 displacement 9.743911e-21 9.743911e-21 9.743911e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 006LL_Quad_run3.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: 0:08:09 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.774246e-18 7.561209e-18 0.000000e+00 energy 6.278499e-20 3.171948e-20 6.278499e-22 displacement 9.843474e-21 9.843474e-21 9.843474e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 7.561209e-18 9.937239e-18 0.000000e+00 energy 6.224607e-20 3.185613e-20 6.224607e-22 displacement 9.823789e-21 9.823789e-21 9.823789e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 3 : 1.12 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 9.937239e-18 9.252347e-18 0.000000e+00 energy 6.267890e-20 3.236339e-20 6.267890e-22 displacement 9.907356e-21 9.907356e-21 9.907356e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 4 : 1.13 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 9.252347e-18 1.130893e-17 0.000000e+00 energy 6.326805e-20 3.288053e-20 6.326805e-22 displacement 9.893869e-21 9.893869e-21 9.893869e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 5 : 1.14 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.130893e-17 1.287560e-17 0.000000e+00 energy 6.393464e-20 3.279577e-20 6.393464e-22 displacement 9.816203e-21 9.816203e-21 9.816203e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 6 : 1.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.287560e-17 1.006036e-17 0.000000e+00 energy 6.327945e-20 3.224753e-20 6.327945e-22 displacement 1.000857e-20 1.000857e-20 1.000857e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 7 : 1.16 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006036e-17 1.043597e-17 0.000000e+00 energy 6.276893e-20 3.200917e-20 6.276893e-22 displacement 9.908844e-21 9.908844e-21 9.908844e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 8 : 1.17 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.17 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.043597e-17 1.016352e-17 0.000000e+00 energy 6.312083e-20 3.226846e-20 6.312083e-22 displacement 9.839850e-21 9.839850e-21 9.839850e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 9 : 1.18 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.016352e-17 7.956364e-18 0.000000e+00 energy 6.265637e-20 3.180242e-20 6.265637e-22 displacement 9.806380e-21 9.806380e-21 9.806380e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 10 : 1.19 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 7.956364e-18 1.031034e-17 0.000000e+00 energy 6.274022e-20 3.234605e-20 6.274022e-22 displacement 9.844085e-21 9.844085e-21 9.844085e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 11 : 1.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031034e-17 1.199247e-17 0.000000e+00 energy 6.339806e-20 3.226506e-20 6.339806e-22 displacement 9.860332e-21 9.860332e-21 9.860332e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 12 : 1.21 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.21 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.199247e-17 9.477316e-18 0.000000e+00 energy 6.262366e-20 3.164030e-20 6.262366e-22 displacement 9.834088e-21 9.834088e-21 9.834088e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 13 : 1.22 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 9.477316e-18 8.907316e-18 0.000000e+00 energy 6.229178e-20 3.177636e-20 6.229178e-22 displacement 9.921694e-21 9.921694e-21 9.921694e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 14 : 1.23 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.907316e-18 7.925285e-18 0.000000e+00 energy 6.255634e-20 3.197414e-20 6.255634e-22 displacement 9.851423e-21 9.851423e-21 9.851423e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.23 ]0;(step 2/2: 23%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 15 : 1.24 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 7.925285e-18 6.391378e-18 0.000000e+00 energy 6.233455e-20 3.206909e-20 6.233455e-22 displacement 9.932289e-21 9.932289e-21 9.932289e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.24 ]0;(step 2/2: 24%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 6.391378e-18 7.746204e-18 0.000000e+00 energy 6.242208e-20 3.168946e-20 6.242208e-22 displacement 9.811648e-21 9.811648e-21 9.811648e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.25 ]0;(step 2/2: 25%) 006LL_Quad_run3.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 ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.746204e-18 1.075170e-17 0.000000e+00 energy 6.215716e-20 3.171583e-20 6.215716e-22 displacement 9.826865e-21 9.826865e-21 9.826865e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.26 ]0;(step 2/2: 26%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 18 : 1.27 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.075170e-17 1.024086e-17 0.000000e+00 energy 6.256488e-20 3.240301e-20 6.256488e-22 displacement 9.936947e-21 9.936947e-21 9.936947e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.27 ]0;(step 2/2: 27%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 19 : 1.28 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.024086e-17 1.097642e-17 0.000000e+00 energy 6.301822e-20 3.249555e-20 6.301822e-22 displacement 9.861433e-21 9.861433e-21 9.861433e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.28 ]0;(step 2/2: 28%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 20 : 1.29 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 1.097642e-17 9.355972e-18 0.000000e+00 energy 6.311445e-20 3.228867e-20 6.311445e-22 displacement 9.762354e-21 9.762354e-21 9.762354e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.29 ]0;(step 2/2: 29%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 21 : 1.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 9.355972e-18 8.905166e-18 0.000000e+00 energy 6.275711e-20 3.199218e-20 6.275711e-22 displacement 9.915585e-21 9.915585e-21 9.915585e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.3 ]0;(step 2/2: 30%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 22 : 1.31 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.905166e-18 7.696481e-18 0.000000e+00 energy 6.273286e-20 3.212262e-20 6.273286e-22 displacement 9.854996e-21 9.854996e-21 9.854996e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.31 ]0;(step 2/2: 31%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 23 : 1.32 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 7.696481e-18 1.083783e-17 0.000000e+00 energy 6.234262e-20 3.190987e-20 6.234262e-22 displacement 9.914211e-21 9.914211e-21 9.914211e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.32 ]0;(step 2/2: 32%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 24 : 1.33 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.33 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.083783e-17 8.981924e-18 0.000000e+00 energy 6.317348e-20 3.259238e-20 6.317348e-22 displacement 9.873720e-21 9.873720e-21 9.873720e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.33 ]0;(step 2/2: 33%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 25 : 1.34 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.981924e-18 8.413877e-18 0.000000e+00 energy 6.335022e-20 3.239149e-20 6.335022e-22 displacement 9.838550e-21 9.838550e-21 9.838550e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.34 ]0;(step 2/2: 34%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 26 : 1.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.413877e-18 7.639670e-18 0.000000e+00 energy 6.318726e-20 3.227078e-20 6.318726e-22 displacement 9.918717e-21 9.918717e-21 9.918717e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.35 ]0;(step 2/2: 35%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 27 : 1.36 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 7.639670e-18 8.763988e-18 0.000000e+00 energy 6.270586e-20 3.206427e-20 6.270586e-22 displacement 9.867715e-21 9.867715e-21 9.867715e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.36 ]0;(step 2/2: 36%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 28 : 1.37 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 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 8.763988e-18 8.262320e-18 0.000000e+00 energy 6.267597e-20 3.209509e-20 6.267597e-22 displacement 9.847146e-21 9.847146e-21 9.847146e-27 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.37 ]0;(step 2/2: 37%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 29 : 1.38 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 8.262320e-18 6.740047e-04 0.000000e+00 energy 6.301085e-20 1.794685e-16 6.301085e-22 displacement 9.841639e-21 2.460410e-21 2.460410e-27 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009355 2 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.740047e-04 2.708507e-07 0.000000e+00 energy 1.794685e-16 1.432876e-06 1.794685e-18 displacement 9.841639e-21 8.576904e-04 8.576904e-10 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009301 3 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.708507e-07 4.615559e-10 0.000000e+00 energy 1.432876e-06 2.254866e-09 1.432876e-08 displacement 9.841639e-21 2.893752e-05 1.087664e-09 4 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.708507e-07 2.781364e-14 0.000000e+00 energy 1.432876e-06 3.464918e-13 1.432876e-08 displacement 9.841639e-21 1.050251e-09 1.085533e-09 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 30 : 1.39 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009301 1 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.020687e-02 1.475682e-01 0.000000e+00 energy 3.039875e-02 2.602983e-02 3.039875e-04 displacement 1.349009e-01 1.349009e-01 1.349009e-07 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195915 at gauss point 1 * * jacobian = -2.36015 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 129905 at gauss point 2 * * jacobian = -0.0837484 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140917 at gauss point 1 * * jacobian = -7.41651 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 174021 at gauss point 1 * * jacobian = -0.530886 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 207123 at gauss point 1 * * jacobian = -1.26618 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 185064 at gauss point 6 * * jacobian = -0.202236 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152052 at gauss point 1 * * jacobian = -0.65465 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 207297 at gauss point 1 * * jacobian = -0.00275195 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152134 at gauss point 6 * * jacobian = -1.08834 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 130214 at gauss point 1 * * jacobian = -1.13411 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152161 at gauss point 1 * * jacobian = -5.7334 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 185247 at gauss point 2 * * jacobian = -6.32078 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 218308 at gauss point 4 * * jacobian = -0.125554 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 130328 at gauss point 1 * * jacobian = -2.50103 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 207458 at gauss point 7 * * jacobian = -0.1461 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152351 at gauss point 1 * * jacobian = -7.38778 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 130487 at gauss point 1 * * jacobian = -0.0426256 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152441 at gauss point 2 * * jacobian = -0.28661 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 218557 at gauss point 3 * * jacobian = -0.020922 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 163740 at gauss point 1 * * jacobian = -5.32177 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 185668 at gauss point 5 * * jacobian = -0.447391 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 141619 at gauss point 1 * * jacobian = -0.07897 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 185731 at gauss point 5 * * jacobian = -0.230961 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152708 at gauss point 5 * * jacobian = -5.05738 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197029 at gauss point 7 * * jacobian = -0.0700569 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197049 at gauss point 1 * * jacobian = -0.247964 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 208111 at gauss point 8 * * jacobian = -0.0570071 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 152833 at gauss point 1 * * jacobian = -0.85487 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197153 at gauss point 6 * * jacobian = -0.1318 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 175143 at gauss point 1 * * jacobian = -0.540719 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 175149 at gauss point 7 * * jacobian = -0.304015 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 164200 at gauss point 1 * * jacobian = -0.109421 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186018 at gauss point 6 * * jacobian = -0.239487 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 175227 at gauss point 1 * * jacobian = -2.71573 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131293 at gauss point 1 * * jacobian = -6.36636 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197271 at gauss point 7 * * jacobian = -10.9174 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186048 at gauss point 6 * * jacobian = -0.177421 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 208384 at gauss point 7 * * jacobian = -2.46142 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 142087 at gauss point 2 * * jacobian = -6.49841 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 142097 at gauss point 1 * * jacobian = -2.29247 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131433 at gauss point 1 * * jacobian = -1.09709 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131442 at gauss point 4 * * jacobian = -0.113421 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 153104 at gauss point 1 * * jacobian = -0.15233 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186302 at gauss point 1 * * jacobian = -15.1519 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186309 at gauss point 1 * * jacobian = -2.49526 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186341 at gauss point 1 * * jacobian = -2.46202 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 153347 at gauss point 1 * * jacobian = -4.35987 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 175693 at gauss point 1 * * jacobian = -0.447129 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197733 at gauss point 8 * * jacobian = -0.0088293 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 153406 at gauss point 4 * * jacobian = -0.108595 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197816 at gauss point 7 * * jacobian = -1.91033 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 197855 at gauss point 2 * * jacobian = -0.221975 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186536 at gauss point 7 * * jacobian = -0.365651 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131939 at gauss point 1 * * jacobian = -2.06271 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 164926 at gauss point 1 * * jacobian = -0.405851 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 209020 at gauss point 1 * * jacobian = -6.5281 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165078 at gauss point 1 * * jacobian = -12.6236 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 209201 at gauss point 7 * * jacobian = -0.378269 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 176145 at gauss point 1 * * jacobian = -0.124019 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165194 at gauss point 1 * * jacobian = -2.75748 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 198207 at gauss point 5 * * jacobian = -0.00244344 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 132320 at gauss point 2 * * jacobian = -0.228463 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 176246 at gauss point 1 * * jacobian = -3.78596 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 132382 at gauss point 5 * * jacobian = -0.581212 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 142930 at gauss point 3 * * jacobian = -0.185758 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 198338 at gauss point 1 * * jacobian = -1.98614 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 209407 at gauss point 1 * * jacobian = -2.09571 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165365 at gauss point 8 * * jacobian = -0.586618 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 198583 at gauss point 2 * * jacobian = -0.257602 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154137 at gauss point 1 * * jacobian = -41.3065 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154139 at gauss point 5 * * jacobian = -4.29566 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 209739 at gauss point 2 * * jacobian = -0.850971 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 176713 at gauss point 2 * * jacobian = -0.107445 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 132881 at gauss point 1 * * jacobian = -0.36961 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154290 at gauss point 1 * * jacobian = -13.072 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165782 at gauss point 7 * * jacobian = -0.368947 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165802 at gauss point 4 * * jacobian = -0.600282 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165846 at gauss point 3 * * jacobian = -0.333873 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154394 at gauss point 1 * * jacobian = -0.994419 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 143473 at gauss point 2 * * jacobian = -85.7074 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 176929 at gauss point 1 * * jacobian = -0.414935 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165945 at gauss point 2 * * jacobian = -0.175758 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 165981 at gauss point 1 * * jacobian = -10.4555 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154521 at gauss point 5 * * jacobian = -0.244991 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 177035 at gauss point 4 * * jacobian = -1.19774 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154532 at gauss point 1 * * jacobian = -1.32944 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 166063 at gauss point 7 * * jacobian = -47.715 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 133258 at gauss point 1 * * jacobian = -5.9699 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 166113 at gauss point 3 * * jacobian = -0.835716 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 143701 at gauss point 4 * * jacobian = -0.0534831 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 166215 at gauss point 1 * * jacobian = -2.26263 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 143747 at gauss point 2 * * jacobian = -2.46259 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 199261 at gauss point 1 * * jacobian = -1.66436 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 199263 at gauss point 7 * * jacobian = -1.55947 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 166276 at gauss point 3 * * jacobian = -0.0322603 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 199280 at gauss point 2 * * jacobian = -0.380554 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 232073 at gauss point 2 * * jacobian = -1.19994 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 154889 at gauss point 1 * * jacobian = -1.66016 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 220894 at gauss point 7 * * jacobian = -0.0341248 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 144062 at gauss point 1 * * jacobian = -2.23301 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155029 at gauss point 1 * * jacobian = -0.209956 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 199618 at gauss point 2 * * jacobian = -0.0621965 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 144081 at gauss point 1 * * jacobian = -0.653008 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 144171 at gauss point 2 * * jacobian = -0.0957852 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155161 at gauss point 1 * * jacobian = -2.54359 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155222 at gauss point 1 * * jacobian = -8.74737 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 210907 at gauss point 1 * * jacobian = -0.0468343 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 221262 at gauss point 1 * * jacobian = -0.34031 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 188331 at gauss point 8 * * jacobian = -0.466302 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 166985 at gauss point 1 * * jacobian = -0.425606 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 199969 at gauss point 1 * * jacobian = -0.792324 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 232704 at gauss point 6 * * jacobian = -0.0039299 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 232705 at gauss point 4 * * jacobian = -0.196178 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 144469 at gauss point 1 * * jacobian = -0.41144 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 134415 at gauss point 1 * * jacobian = -516.502 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 232889 at gauss point 8 * * jacobian = -1.05681 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 211272 at gauss point 4 * * jacobian = -0.0431526 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155571 at gauss point 1 * * jacobian = -0.00504771 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155592 at gauss point 1 * * jacobian = -1.35907 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155655 at gauss point 1 * * jacobian = -0.640629 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 221651 at gauss point 5 * * jacobian = -0.411637 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178395 at gauss point 1 * * jacobian = -0.0581975 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 167419 at gauss point 1 * * jacobian = -0.255299 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 188871 at gauss point 1 * * jacobian = -34.633 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 233216 at gauss point 1 * * jacobian = -6.94103 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 233217 at gauss point 1 * * jacobian = -2.74928 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 134796 at gauss point 1 * * jacobian = -6.07044 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 200600 at gauss point 1 * * jacobian = -0.0930187 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 211719 at gauss point 1 * * jacobian = -1.86762 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 167722 at gauss point 7 * * jacobian = -3.18314 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 189017 at gauss point 7 * * jacobian = -0.316632 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 167805 at gauss point 7 * * jacobian = -0.37623 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 189131 at gauss point 3 * * jacobian = -0.183872 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 167945 at gauss point 2 * * jacobian = -0.904489 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 189194 at gauss point 4 * * jacobian = -0.132452 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178964 at gauss point 7 * * jacobian = -0.0468864 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 189213 at gauss point 1 * * jacobian = -0.213587 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135258 at gauss point 1 * * jacobian = -15.1276 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156290 at gauss point 1 * * jacobian = -0.65955 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 222249 at gauss point 6 * * jacobian = -0.000645953 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 233731 at gauss point 8 * * jacobian = -0.382964 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 201114 at gauss point 1 * * jacobian = -2.25281 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 179163 at gauss point 1 * * jacobian = -0.858206 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 145419 at gauss point 2 * * jacobian = -0.861218 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 145501 at gauss point 7 * * jacobian = -1.94437 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135510 at gauss point 1 * * jacobian = -2.71381 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 233862 at gauss point 1 * * jacobian = -0.544382 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 233863 at gauss point 1 * * jacobian = -1.88556 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 145538 at gauss point 1 * * jacobian = -0.102364 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 168315 at gauss point 7 * * jacobian = -0.131149 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 145545 at gauss point 1 * * jacobian = -1.15522 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 222421 at gauss point 5 * * jacobian = -0.0832914 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 179370 at gauss point 4 * * jacobian = -0.0303645 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 234042 at gauss point 1 * * jacobian = -0.0652412 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 234043 at gauss point 5 * * jacobian = -0.0251752 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 212528 at gauss point 1 * * jacobian = -0.326509 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135766 at gauss point 1 * * jacobian = -312.367 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 212549 at gauss point 1 * * jacobian = -0.48774 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156673 at gauss point 3 * * jacobian = -0.0375232 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156700 at gauss point 1 * * jacobian = -3.16229 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 145771 at gauss point 1 * * jacobian = -11.5814 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 201588 at gauss point 1 * * jacobian = -0.0469326 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 145812 at gauss point 1 * * jacobian = -0.27148 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 212667 at gauss point 7 * * jacobian = -0.08261 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 222676 at gauss point 7 * * jacobian = -1.12043 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 168714 at gauss point 1 * * jacobian = -1.06755 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 168734 at gauss point 1 * * jacobian = -17.8767 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 212770 at gauss point 1 * * jacobian = -0.295818 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 201727 at gauss point 6 * * jacobian = -0.779251 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 234406 at gauss point 1 * * jacobian = -2.17681 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 234407 at gauss point 1 * * jacobian = -2.53697 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 212913 at gauss point 1 * * jacobian = -1.94698 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 136178 at gauss point 6 * * jacobian = -0.336958 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 201885 at gauss point 1 * * jacobian = -17.3847 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157072 at gauss point 2 * * jacobian = -0.0253646 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 180026 at gauss point 1 * * jacobian = -2.49602 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 201990 at gauss point 2 * * jacobian = -0.291251 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 190108 at gauss point 1 * * jacobian = -0.0804921 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 202033 at gauss point 2 * * jacobian = -0.247665 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 190198 at gauss point 1 * * jacobian = -2.92048 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157192 at gauss point 2 * * jacobian = -0.230034 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 180204 at gauss point 1 * * jacobian = -0.333064 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 202158 at gauss point 1 * * jacobian = -0.301164 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 213243 at gauss point 2 * * jacobian = -0.288957 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 190266 at gauss point 1 * * jacobian = -5.45653 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157262 at gauss point 7 * * jacobian = -0.31268 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 180419 at gauss point 7 * * jacobian = -0.0586759 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 180448 at gauss point 1 * * jacobian = -3.79554 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 180556 at gauss point 2 * * jacobian = -0.360462 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157534 at gauss point 1 * * jacobian = -0.924949 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 190555 at gauss point 2 * * jacobian = -0.00192142 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 190640 at gauss point 2 * * jacobian = -0.254198 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 213722 at gauss point 5 * * jacobian = -0.173302 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 213737 at gauss point 6 * * jacobian = -14.4716 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 146760 at gauss point 1 * * jacobian = -7.51018 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157703 at gauss point 3 * * jacobian = -0.0905503 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 169808 at gauss point 1 * * jacobian = -1.961 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 146879 at gauss point 1 * * jacobian = -0.148942 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 180887 at gauss point 2 * * jacobian = -0.00791773 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 235365 at gauss point 3 * * jacobian = -2.58087 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 235366 at gauss point 1 * * jacobian = -15.0342 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 235367 at gauss point 6 * * jacobian = -25.5073 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 235368 at gauss point 2 * * jacobian = -17.4011 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 213926 at gauss point 7 * * jacobian = -52.424 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157853 at gauss point 1 * * jacobian = -1.2585 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 146996 at gauss point 8 * * jacobian = -0.670312 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 181012 at gauss point 7 * * jacobian = -0.23315 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 157973 at gauss point 5 * * jacobian = -20.8413 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 214144 at gauss point 6 * * jacobian = -0.248774 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158028 at gauss point 2 * * jacobian = -2.2295 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 181159 at gauss point 2 * * jacobian = -0.443293 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 191038 at gauss point 1 * * jacobian = -0.639283 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158077 at gauss point 2 * * jacobian = -0.61488 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 223979 at gauss point 6 * * jacobian = -0.0350082 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 214211 at gauss point 1 * * jacobian = -0.0329153 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 181265 at gauss point 1 * * jacobian = -0.7397 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 235707 at gauss point 4 * * jacobian = -0.000359285 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 224037 at gauss point 7 * * jacobian = -0.732257 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 224138 at gauss point 3 * * jacobian = -0.16639 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 181411 at gauss point 1 * * jacobian = -0.607975 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 214408 at gauss point 6 * * jacobian = -2.24808 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 191264 at gauss point 6 * * jacobian = -0.164771 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 181479 at gauss point 1 * * jacobian = -2.82044 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 137846 at gauss point 3 * * jacobian = -0.067568 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 147492 at gauss point 1 * * jacobian = -0.0160582 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 137939 at gauss point 1 * * jacobian = -0.693926 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 203581 at gauss point 1 * * jacobian = -2.63888 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158499 at gauss point 1 * * jacobian = -0.587153 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 181720 at gauss point 7 * * jacobian = -0.212094 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 214821 at gauss point 7 * * jacobian = -0.290867 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158636 at gauss point 1 * * jacobian = -0.374837 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 147808 at gauss point 1 * * jacobian = -21.1625 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 224632 at gauss point 6 * * jacobian = -0.680329 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 203953 at gauss point 1 * * jacobian = -0.332404 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 191786 at gauss point 2 * * jacobian = -3.82273 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215064 at gauss point 2 * * jacobian = -0.341206 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158865 at gauss point 4 * * jacobian = -2.26461 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 191898 at gauss point 2 * * jacobian = -1.81261 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 192024 at gauss point 1 * * jacobian = -1.07797 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 192031 at gauss point 7 * * jacobian = -92.1376 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215324 at gauss point 1 * * jacobian = -0.070971 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215385 at gauss point 1 * * jacobian = -0.663754 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 192116 at gauss point 2 * * jacobian = -0.109987 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 171475 at gauss point 2 * * jacobian = -0.758678 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 182467 at gauss point 1 * * jacobian = -0.121441 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 159178 at gauss point 2 * * jacobian = -0.429398 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 138838 at gauss point 1 * * jacobian = -1.24948 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 148296 at gauss point 7 * * jacobian = -0.264145 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215522 at gauss point 5 * * jacobian = -0.167214 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215531 at gauss point 7 * * jacobian = -0.0767046 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 236944 at gauss point 1 * * jacobian = -5.39454 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 138934 at gauss point 1 * * jacobian = -3.57743 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 236945 at gauss point 1 * * jacobian = -1.02309 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 225146 at gauss point 4 * * jacobian = -0.145508 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215601 at gauss point 8 * * jacobian = -15.7172 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 159290 at gauss point 1 * * jacobian = -1.77089 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 139018 at gauss point 1 * * jacobian = -0.0636023 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 192352 at gauss point 5 * * jacobian = -0.584305 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 139078 at gauss point 3 * * jacobian = -11.3558 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 139119 at gauss point 1 * * jacobian = -0.430238 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215781 at gauss point 6 * * jacobian = -0.187405 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 215784 at gauss point 3 * * jacobian = -0.0823023 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 139174 at gauss point 7 * * jacobian = -0.158257 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 159480 at gauss point 5 * * jacobian = -0.500233 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 139294 at gauss point 1 * * jacobian = -3.91078 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 204954 at gauss point 3 * * jacobian = -0.141083 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 204962 at gauss point 1 * * jacobian = -1.31073 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 183089 at gauss point 1 * * jacobian = -0.0925398 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 216083 at gauss point 8 * * jacobian = -0.0461313 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 159703 at gauss point 3 * * jacobian = -0.267455 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 183174 at gauss point 1 * * jacobian = -0.550968 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 148856 at gauss point 2 * * jacobian = -0.0531698 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172216 at gauss point 1 * * jacobian = -47.8659 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 159776 at gauss point 1 * * jacobian = -1.2292 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 148957 at gauss point 1 * * jacobian = -0.0352976 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172340 at gauss point 6 * * jacobian = -12.3582 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172378 at gauss point 3 * * jacobian = -0.0101449 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 192885 at gauss point 1 * * jacobian = -3.78851 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 149032 at gauss point 4 * * jacobian = -0.699818 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172408 at gauss point 1 * * jacobian = -292.989 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172453 at gauss point 8 * * jacobian = -0.0229079 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 149128 at gauss point 1 * * jacobian = -0.0246721 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193020 at gauss point 1 * * jacobian = -0.521344 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 183547 at gauss point 1 * * jacobian = -1.10262 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 139874 at gauss point 3 * * jacobian = -0.0851417 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 216505 at gauss point 2 * * jacobian = -0.088965 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 205502 at gauss point 7 * * jacobian = -0.347896 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 149209 at gauss point 1 * * jacobian = -3.18596 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 205538 at gauss point 1 * * jacobian = -0.882941 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 216601 at gauss point 7 * * jacobian = -0.607357 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 160151 at gauss point 1 * * jacobian = -16.2971 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172710 at gauss point 5 * * jacobian = -0.069137 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 205638 at gauss point 1 * * jacobian = -4.81273 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 160243 at gauss point 1 * * jacobian = -7.28563 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 172824 at gauss point 1 * * jacobian = -4.60798 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 160285 at gauss point 2 * * jacobian = -0.124585 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 149417 at gauss point 5 * * jacobian = -0.318797 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140223 at gauss point 1 * * jacobian = -19.9683 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140279 at gauss point 1 * * jacobian = -0.878669 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 216889 at gauss point 8 * * jacobian = -0.0668053 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 173053 at gauss point 7 * * jacobian = -0.728395 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140375 at gauss point 1 * * jacobian = -0.410315 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193494 at gauss point 1 * * jacobian = -0.748306 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 184113 at gauss point 5 * * jacobian = -0.0912832 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140467 at gauss point 2 * * jacobian = -0.335491 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 160552 at gauss point 1 * * jacobian = -1.48316 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140519 at gauss point 1 * * jacobian = -3.48271 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 184189 at gauss point 2 * * jacobian = -1.21223 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193581 at gauss point 7 * * jacobian = -0.0473597 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 206123 at gauss point 3 * * jacobian = -0.16476 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140610 at gauss point 1 * * jacobian = -2.75528 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140624 at gauss point 1 * * jacobian = -1.60285 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 173550 at gauss point 8 * * jacobian = -0.0910659 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 160915 at gauss point 1 * * jacobian = -11.05 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 160943 at gauss point 1 * * jacobian = -2.26444 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 150094 at gauss point 1 * * jacobian = -5.6447 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 173791 at gauss point 1 * * jacobian = -0.119892 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 206703 at gauss point 3 * * jacobian = -0.135169 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 184800 at gauss point 2 * * jacobian = -0.414721 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194087 at gauss point 1 * * jacobian = -0.494114 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 150261 at gauss point 4 * * jacobian = -0.0229577 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 161139 at gauss point 6 * * jacobian = -14.5852 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 206809 at gauss point 1 * * jacobian = -0.753704 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194342 at gauss point 1 * * jacobian = -6.12369 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 161406 at gauss point 1 * * jacobian = -5.77719 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 227309 at gauss point 1 * * jacobian = -0.395145 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 161515 at gauss point 1 * * jacobian = -7.17972 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194600 at gauss point 5 * * jacobian = -0.190482 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 227580 at gauss point 7 * * jacobian = -0.791871 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 150912 at gauss point 4 * * jacobian = -2.94149 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194838 at gauss point 2 * * jacobian = -0.198315 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194869 at gauss point 1 * * jacobian = -0.00673061 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194876 at gauss point 7 * * jacobian = -1.75948 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195045 at gauss point 1 * * jacobian = -0.0334602 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 151285 at gauss point 1 * * jacobian = -0.752338 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195175 at gauss point 5 * * jacobian = -31.5132 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195223 at gauss point 2 * * jacobian = -0.193655 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 162280 at gauss point 1 * * jacobian = -0.298865 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 151437 at gauss point 1 * * jacobian = -5.66846 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 162297 at gauss point 6 * * jacobian = -0.106118 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 151458 at gauss point 2 * * jacobian = -42.5655 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 151504 at gauss point 1 * * jacobian = -0.11128 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 228243 at gauss point 1 * * jacobian = -0.652675 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195354 at gauss point 8 * * jacobian = -0.233208 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 151590 at gauss point 4 * * jacobian = -9.01536 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 162453 at gauss point 2 * * jacobian = -0.603322 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 162488 at gauss point 4 * * jacobian = -0.18879 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 151691 at gauss point 7 * * jacobian = -0.840423 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 162621 at gauss point 1 * * jacobian = -0.739639 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 162634 at gauss point 1 * * jacobian = -0.85962 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195679 at gauss point 7 * * jacobian = -0.587002 * * * ************************************************************************* ------- failed to converge at time : 1.39 Retrying time step. Retry attempt 1 of max 20 AUTO STEPPER: retry step, dt = 0.005 ===== beginning time step 30 : 1.385 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009301 1 Nonlinear solution status: time= 1.385 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.255172e-02 1.716173e-02 0.000000e+00 energy 7.599685e-03 4.341232e-03 7.599685e-05 displacement 3.372501e-02 3.372501e-02 3.372501e-08 2 Nonlinear solution status: time= 1.385 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.151491 convergence norms : INITIAL CURRENT REQUIRED residual 1.255172e-02 9.305173e-02 0.000000e+00 energy 7.599685e-03 4.480552e-02 7.599685e-05 displacement 3.372501e-02 3.769834e+00 4.503237e-06 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 3 Nonlinear solution status: time= 1.385 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 2 step from line search = 0.410804 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 4.763954e-02 0.000000e+00 energy 4.480552e-02 1.154768e-02 4.480552e-04 displacement 3.372501e-02 7.527292e-01 1.575427e-06 4 Nonlinear solution status: time= 1.385 stiffness updates = 1 right hand side evaluations = 9 stiffness matrix reformations = 2 step from line search = 0.313202 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 3.154001e-02 0.000000e+00 energy 4.480552e-02 3.795313e-03 4.480552e-04 displacement 3.372501e-02 1.561073e-01 7.403116e-07 5 Nonlinear solution status: time= 1.385 stiffness updates = 2 right hand side evaluations = 11 stiffness matrix reformations = 2 step from line search = 0.253920 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 1.995138e-02 0.000000e+00 energy 4.480552e-02 1.701844e-03 4.480552e-04 displacement 3.372501e-02 5.046399e-02 4.044019e-07 6 Nonlinear solution status: time= 1.385 stiffness updates = 3 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 0.219451 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 1.310263e-02 0.000000e+00 energy 4.480552e-02 8.941642e-04 4.480552e-04 displacement 3.372501e-02 2.115040e-02 2.406501e-07 7 Nonlinear solution status: time= 1.385 stiffness updates = 4 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 0.195028 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 8.884598e-03 0.000000e+00 energy 4.480552e-02 5.140935e-04 4.480552e-04 displacement 3.372501e-02 1.025949e-02 1.515601e-07 8 Nonlinear solution status: time= 1.385 stiffness updates = 5 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 0.176251 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 6.029573e-03 0.000000e+00 energy 4.480552e-02 9.258639e-05 4.480552e-04 displacement 3.372501e-02 5.459201e-03 9.950483e-08 9 Nonlinear solution status: time= 1.385 stiffness updates = 6 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 0.225500 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 3.263708e-03 0.000000e+00 energy 4.480552e-02 7.108935e-05 4.480552e-04 displacement 3.372501e-02 7.063273e-04 9.113493e-08 10 Nonlinear solution status: time= 1.385 stiffness updates = 7 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.147768 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 1.492474e-03 0.000000e+00 energy 4.480552e-02 5.604052e-05 4.480552e-04 displacement 3.372501e-02 3.029119e-04 9.077732e-08 11 Nonlinear solution status: time= 1.385 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 1.985072e-03 0.000000e+00 energy 4.480552e-02 1.938506e-04 4.480552e-04 displacement 3.372501e-02 2.144751e-03 1.180244e-07 12 Nonlinear solution status: time= 1.385 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 1.083934e-04 0.000000e+00 energy 4.480552e-02 2.752257e-05 4.480552e-04 displacement 3.372501e-02 4.263348e-04 1.047995e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009409 13 Nonlinear solution status: time= 1.385 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 1.580331e-09 0.000000e+00 energy 4.480552e-02 1.920255e-08 4.480552e-04 displacement 3.372501e-02 3.083421e-05 1.030364e-07 14 Nonlinear solution status: time= 1.385 stiffness updates = 1 right hand side evaluations = 26 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.305173e-02 2.252032e-13 0.000000e+00 energy 4.480552e-02 4.295146e-12 4.480552e-04 displacement 3.372501e-02 1.684617e-09 1.030358e-07 ------- converged at time : 1.385 ]0;(step 2/2: 38%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 31 : 1.395 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009409 1 Nonlinear solution status: time= 1.395 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.484682e-01 7.282855e-02 0.000000e+00 energy 1.173263e-01 1.248808e-02 1.173263e-03 displacement 5.601967e-01 5.601967e-01 5.601967e-07 2 Nonlinear solution status: time= 1.395 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.459121 convergence norms : INITIAL CURRENT REQUIRED residual 3.484682e-01 1.106228e+00 0.000000e+00 energy 1.173263e-01 1.765391e-01 1.173263e-03 displacement 5.601967e-01 1.254997e+01 1.769281e-05 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009193 3 Nonlinear solution status: time= 1.395 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.291651 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 6.028600e-01 0.000000e+00 energy 1.765391e-01 3.531522e-02 1.765391e-03 displacement 5.601967e-01 1.639810e+00 8.595641e-06 4 Nonlinear solution status: time= 1.395 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 2 step from line search = 0.250288 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 3.927451e-01 0.000000e+00 energy 1.765391e-01 1.721357e-02 1.765391e-03 displacement 5.601967e-01 6.211295e-01 4.618335e-06 5 Nonlinear solution status: time= 1.395 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 2 step from line search = 0.215994 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 2.732905e-01 0.000000e+00 energy 1.765391e-01 7.226428e-03 1.765391e-03 displacement 5.601967e-01 2.731135e-01 2.659210e-06 6 Nonlinear solution status: time= 1.395 stiffness updates = 3 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 0.147055 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 1.849031e-01 0.000000e+00 energy 1.765391e-01 2.686976e-03 1.765391e-03 displacement 5.601967e-01 9.822074e-02 1.790465e-06 7 Nonlinear solution status: time= 1.395 stiffness updates = 4 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.097440 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 1.319862e-01 0.000000e+00 energy 1.765391e-01 2.888257e-03 1.765391e-03 displacement 5.601967e-01 4.987396e-02 1.397966e-06 8 Nonlinear solution status: time= 1.395 stiffness updates = 5 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.226650 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 8.455559e-02 0.000000e+00 energy 1.765391e-01 1.848555e-03 1.765391e-03 displacement 5.601967e-01 4.501898e-02 9.676980e-07 9 Nonlinear solution status: time= 1.395 stiffness updates = 6 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.130211 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 5.456294e-02 0.000000e+00 energy 1.765391e-01 8.697187e-04 1.765391e-03 displacement 5.601967e-01 1.496192e-02 7.890279e-07 10 Nonlinear solution status: time= 1.395 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.206141 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 2.997379e-02 0.000000e+00 energy 1.765391e-01 4.911751e-04 1.765391e-03 displacement 5.601967e-01 6.959738e-03 7.070355e-07 11 Nonlinear solution status: time= 1.395 stiffness updates = 8 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.154552 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 1.812869e-02 0.000000e+00 energy 1.765391e-01 1.414902e-04 1.765391e-03 displacement 5.601967e-01 1.069063e-03 6.742611e-07 12 Nonlinear solution status: time= 1.395 stiffness updates = 9 right hand side evaluations = 25 stiffness matrix reformations = 2 step from line search = 0.577608 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 7.194815e-03 0.000000e+00 energy 1.765391e-01 3.195487e-04 1.765391e-03 displacement 5.601967e-01 9.580518e-03 7.620208e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009499 13 Nonlinear solution status: time= 1.395 stiffness updates = 0 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 0.620280 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 1.223384e-03 0.000000e+00 energy 1.765391e-01 4.365344e-05 1.765391e-03 displacement 5.601967e-01 5.511386e-04 7.638580e-07 14 Nonlinear solution status: time= 1.395 stiffness updates = 1 right hand side evaluations = 29 stiffness matrix reformations = 3 step from line search = 0.501086 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 2.544763e-03 0.000000e+00 energy 1.765391e-01 2.044766e-04 1.765391e-03 displacement 5.601967e-01 1.869231e-03 7.989210e-07 15 Nonlinear solution status: time= 1.395 stiffness updates = 2 right hand side evaluations = 30 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 1.960033e-05 0.000000e+00 energy 1.765391e-01 1.256847e-05 1.765391e-03 displacement 5.601967e-01 5.373394e-04 7.813749e-07 16 Nonlinear solution status: time= 1.395 stiffness updates = 3 right hand side evaluations = 31 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 1.886807e-05 0.000000e+00 energy 1.765391e-01 2.928807e-06 1.765391e-03 displacement 5.601967e-01 2.371901e-05 7.772107e-07 17 Nonlinear solution status: time= 1.395 stiffness updates = 4 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 4.990712e-07 0.000000e+00 energy 1.765391e-01 7.246315e-08 1.765391e-03 displacement 5.601967e-01 3.661445e-06 7.786891e-07 18 Nonlinear solution status: time= 1.395 stiffness updates = 5 right hand side evaluations = 33 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.106228e+00 7.959985e-10 0.000000e+00 energy 1.765391e-01 1.575823e-09 1.765391e-03 displacement 5.601967e-01 7.430988e-08 7.786589e-07 ------- converged at time : 1.395 ]0;(step 2/2: 40%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.405 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009499 1 Nonlinear solution status: time= 1.405 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 5.502110e-03 0.000000e+00 energy 2.010731e-01 6.079893e-03 2.010731e-03 displacement 9.559083e-01 9.559083e-01 9.559083e-07 2 Nonlinear solution status: time= 1.405 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.584043 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 1.199453e-02 0.000000e+00 energy 2.010731e-01 9.820535e-03 2.010731e-03 displacement 9.559083e-01 3.545965e-01 2.205525e-06 3 Nonlinear solution status: time= 1.405 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 1.419275e-03 0.000000e+00 energy 2.010731e-01 1.887862e-03 2.010731e-03 displacement 9.559083e-01 4.619242e-02 1.691901e-06 4 Nonlinear solution status: time= 1.405 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.352820 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 8.921133e-04 0.000000e+00 energy 2.010731e-01 8.115879e-04 2.010731e-03 displacement 9.559083e-01 3.138976e-02 1.301586e-06 5 Nonlinear solution status: time= 1.405 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.428746 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 2.977026e-04 0.000000e+00 energy 2.010731e-01 2.804274e-04 2.010731e-03 displacement 9.559083e-01 7.725117e-03 1.142979e-06 6 Nonlinear solution status: time= 1.405 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.322456 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 1.337844e-04 0.000000e+00 energy 2.010731e-01 9.101792e-05 2.010731e-03 displacement 9.559083e-01 1.577751e-03 1.079215e-06 7 Nonlinear solution status: time= 1.405 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.107795 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 1.131909e-04 0.000000e+00 energy 2.010731e-01 2.776979e-05 2.010731e-03 displacement 9.559083e-01 3.213628e-04 1.054879e-06 8 Nonlinear solution status: time= 1.405 stiffness updates = 7 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.132288 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 8.372760e-05 0.000000e+00 energy 2.010731e-01 7.989438e-06 2.010731e-03 displacement 9.559083e-01 5.808333e-05 1.050301e-06 9 Nonlinear solution status: time= 1.405 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 2.887742e-05 0.000000e+00 energy 2.010731e-01 2.301135e-05 2.010731e-03 displacement 9.559083e-01 2.017562e-04 1.075173e-06 10 Nonlinear solution status: time= 1.405 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 2.111286e-06 0.000000e+00 energy 2.010731e-01 1.927554e-06 2.010731e-03 displacement 9.559083e-01 5.628812e-05 1.064198e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009643 11 Nonlinear solution status: time= 1.405 stiffness updates = 0 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.169287 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 1.026687e-06 0.000000e+00 energy 2.010731e-01 1.169468e-07 2.010731e-03 displacement 9.559083e-01 1.163885e-06 1.063018e-06 12 Nonlinear solution status: time= 1.405 stiffness updates = 1 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.206218e-01 2.300594e-08 0.000000e+00 energy 2.010731e-01 2.970905e-08 2.010731e-03 displacement 9.559083e-01 1.061170e-06 1.062128e-06 ------- converged at time : 1.405 ]0;(step 2/2: 40%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.415 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009661 1 Nonlinear solution status: time= 1.415 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 1.992292e-02 0.000000e+00 energy 3.285100e-01 1.045729e-02 3.285100e-03 displacement 1.408314e+00 1.408314e+00 1.408314e-06 2 Nonlinear solution status: time= 1.415 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.589957 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 3.733594e-02 0.000000e+00 energy 3.285100e-01 2.156385e-02 3.285100e-03 displacement 1.408314e+00 7.765228e-01 3.509132e-06 3 Nonlinear solution status: time= 1.415 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 5.519743e-03 0.000000e+00 energy 3.285100e-01 4.585727e-03 3.285100e-03 displacement 1.408314e+00 1.144992e-01 2.476176e-06 4 Nonlinear solution status: time= 1.415 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 8.335684e-03 0.000000e+00 energy 3.285100e-01 5.484003e-03 3.285100e-03 displacement 1.408314e+00 2.634846e-01 1.394194e-06 5 Nonlinear solution status: time= 1.415 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 9.920888e-04 0.000000e+00 energy 3.285100e-01 1.358895e-03 3.285100e-03 displacement 1.408314e+00 5.011425e-02 1.829056e-06 6 Nonlinear solution status: time= 1.415 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 4.041816e-04 0.000000e+00 energy 3.285100e-01 4.119333e-04 3.285100e-03 displacement 1.408314e+00 6.203726e-03 1.689290e-06 7 Nonlinear solution status: time= 1.415 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.297197 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 1.606332e-04 0.000000e+00 energy 3.285100e-01 1.757715e-04 3.285100e-03 displacement 1.408314e+00 2.981351e-03 1.595209e-06 8 Nonlinear solution status: time= 1.415 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.272314 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 2.069325e-04 0.000000e+00 energy 3.285100e-01 9.458954e-05 3.285100e-03 displacement 1.408314e+00 9.742868e-04 1.545564e-06 9 Nonlinear solution status: time= 1.415 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.534274 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 4.011797e-05 0.000000e+00 energy 3.285100e-01 1.480841e-05 3.285100e-03 displacement 1.408314e+00 1.468332e-04 1.548748e-06 10 Nonlinear solution status: time= 1.415 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.568589 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 1.903765e-05 0.000000e+00 energy 3.285100e-01 8.641611e-06 3.285100e-03 displacement 1.408314e+00 4.941330e-05 1.557606e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009769 11 Nonlinear solution status: time= 1.415 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 8.661528e-09 0.000000e+00 energy 3.285100e-01 1.721350e-09 3.285100e-03 displacement 1.408314e+00 1.261477e-05 1.552890e-06 12 Nonlinear solution status: time= 1.415 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.215599e+00 8.099535e-12 0.000000e+00 energy 3.285100e-01 2.749997e-11 3.285100e-03 displacement 1.408314e+00 3.939639e-09 1.552966e-06 ------- converged at time : 1.415 ]0;(step 2/2: 42%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.425 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009769 1 Nonlinear solution status: time= 1.425 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 6.347013e-03 0.000000e+00 energy 4.610769e-01 7.599537e-03 4.610769e-03 displacement 1.727073e+00 1.727073e+00 1.727073e-06 2 Nonlinear solution status: time= 1.425 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.592830 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 1.588780e-02 0.000000e+00 energy 4.610769e-01 1.121543e-02 4.610769e-03 displacement 1.727073e+00 3.283239e-01 3.062580e-06 3 Nonlinear solution status: time= 1.425 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 1.109496e-03 0.000000e+00 energy 4.610769e-01 2.466442e-03 4.610769e-03 displacement 1.727073e+00 4.805415e-02 2.449866e-06 4 Nonlinear solution status: time= 1.425 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.478405 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 2.885184e-04 0.000000e+00 energy 4.610769e-01 9.679209e-04 4.610769e-03 displacement 1.727073e+00 3.120300e-02 2.042139e-06 5 Nonlinear solution status: time= 1.425 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.365842 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 1.146308e-04 0.000000e+00 energy 4.610769e-01 2.648629e-04 4.610769e-03 displacement 1.727073e+00 4.387894e-03 1.917950e-06 6 Nonlinear solution status: time= 1.425 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.304450 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 4.001384e-05 0.000000e+00 energy 4.610769e-01 7.435058e-05 4.610769e-03 displacement 1.727073e+00 1.158886e-03 1.859478e-06 7 Nonlinear solution status: time= 1.425 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.178250 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 1.638984e-05 0.000000e+00 energy 4.610769e-01 4.899711e-06 4.610769e-03 displacement 1.727073e+00 7.370734e-05 1.846672e-06 8 Nonlinear solution status: time= 1.425 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.463954 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 8.766606e-06 0.000000e+00 energy 4.610769e-01 1.848394e-06 4.610769e-03 displacement 1.727073e+00 1.159071e-05 1.851488e-06 9 Nonlinear solution status: time= 1.425 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.573028 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 2.420107e-06 0.000000e+00 energy 4.610769e-01 1.104010e-06 4.610769e-03 displacement 1.727073e+00 2.544894e-05 1.862482e-06 10 Nonlinear solution status: time= 1.425 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 2.219342e-08 0.000000e+00 energy 4.610769e-01 4.482461e-08 4.610769e-03 displacement 1.727073e+00 3.550173e-06 1.858372e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009877 11 Nonlinear solution status: time= 1.425 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.118952e+00 3.373976e-12 0.000000e+00 energy 4.610769e-01 1.502949e-12 4.610769e-03 displacement 1.727073e+00 1.698486e-08 1.858462e-06 ------- converged at time : 1.425 ]0;(step 2/2: 43%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.435 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009877 1 Nonlinear solution status: time= 1.435 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 8.466960e-03 0.000000e+00 energy 5.363399e-01 8.105420e-03 5.363399e-03 displacement 2.097734e+00 2.097734e+00 2.097734e-06 2 Nonlinear solution status: time= 1.435 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594206 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 8.193318e-03 0.000000e+00 energy 5.363399e-01 5.415803e-03 5.363399e-03 displacement 2.097734e+00 1.107411e-01 2.719772e-06 3 Nonlinear solution status: time= 1.435 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 8.356060e-04 0.000000e+00 energy 5.363399e-01 9.970616e-04 5.363399e-03 displacement 2.097734e+00 1.317384e-02 2.489057e-06 4 Nonlinear solution status: time= 1.435 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 5.199545e-04 0.000000e+00 energy 5.363399e-01 6.958492e-06 5.363399e-03 displacement 2.097734e+00 3.974484e-02 2.133369e-06 5 Nonlinear solution status: time= 1.435 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 5.303066e-04 0.000000e+00 energy 5.363399e-01 1.045964e-04 5.363399e-03 displacement 2.097734e+00 3.268134e-04 2.155722e-06 6 Nonlinear solution status: time= 1.435 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.355213 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 2.750357e-04 0.000000e+00 energy 5.363399e-01 4.388962e-05 5.363399e-03 displacement 2.097734e+00 1.311055e-03 2.218194e-06 7 Nonlinear solution status: time= 1.435 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 1.024370e-05 0.000000e+00 energy 5.363399e-01 6.420066e-06 5.363399e-03 displacement 2.097734e+00 3.265266e-04 2.193129e-06 8 Nonlinear solution status: time= 1.435 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 7.051502e-06 0.000000e+00 energy 5.363399e-01 2.771781e-06 5.363399e-03 displacement 2.097734e+00 2.866427e-05 2.183761e-06 9 Nonlinear solution status: time= 1.435 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 8.866367e-08 0.000000e+00 energy 5.363399e-01 4.981051e-08 5.363399e-03 displacement 2.097734e+00 8.276440e-06 2.188856e-06 10 Nonlinear solution status: time= 1.435 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325715e+00 2.658893e-09 0.000000e+00 energy 5.363399e-01 1.697646e-09 5.363399e-03 displacement 2.097734e+00 2.040756e-08 2.188821e-06 ------- converged at time : 1.435 ]0;(step 2/2: 44%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.445 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32009949 1 Nonlinear solution status: time= 1.445 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 6.830990e-02 0.000000e+00 energy 6.257880e-01 2.059222e-02 6.257880e-03 displacement 2.304674e+00 2.304674e+00 2.304674e-06 2 Nonlinear solution status: time= 1.445 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.455299 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 9.163247e-01 0.000000e+00 energy 6.257880e-01 1.234104e-01 6.257880e-03 displacement 2.304674e+00 4.128350e+00 1.046858e-05 3 Nonlinear solution status: time= 1.445 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 1.624669e-01 0.000000e+00 energy 6.257880e-01 1.896046e-02 6.257880e-03 displacement 2.304674e+00 3.277430e-01 7.492906e-06 4 Nonlinear solution status: time= 1.445 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.422676 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 8.115071e-02 0.000000e+00 energy 6.257880e-01 6.627427e-03 6.257880e-03 displacement 2.304674e+00 5.939934e-01 4.143253e-06 5 Nonlinear solution status: time= 1.445 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 2.596859e-02 0.000000e+00 energy 6.257880e-01 5.212663e-03 6.257880e-03 displacement 2.304674e+00 5.707530e-01 2.384691e-06 6 Nonlinear solution status: time= 1.445 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 7.459878e-03 0.000000e+00 energy 6.257880e-01 1.011011e-03 6.257880e-03 displacement 2.304674e+00 1.356194e-02 2.509791e-06 7 Nonlinear solution status: time= 1.445 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.335628 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 5.322712e-03 0.000000e+00 energy 6.257880e-01 2.073371e-04 6.257880e-03 displacement 2.304674e+00 1.506511e-03 2.441488e-06 8 Nonlinear solution status: time= 1.445 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.241931 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 2.582961e-03 0.000000e+00 energy 6.257880e-01 1.727191e-04 6.257880e-03 displacement 2.304674e+00 2.874435e-03 2.472362e-06 9 Nonlinear solution status: time= 1.445 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 1.064127e-03 0.000000e+00 energy 6.257880e-01 2.816104e-04 6.257880e-03 displacement 2.304674e+00 3.617572e-03 2.603218e-06 10 Nonlinear solution status: time= 1.445 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 1.639310e-04 0.000000e+00 energy 6.257880e-01 2.540316e-05 6.257880e-03 displacement 2.304674e+00 6.479715e-04 2.558746e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010003 11 Nonlinear solution status: time= 1.445 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 2.896845e-07 0.000000e+00 energy 6.257880e-01 5.361856e-07 6.257880e-03 displacement 2.304674e+00 6.138511e-05 2.550516e-06 12 Nonlinear solution status: time= 1.445 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929554e+00 2.378542e-07 0.000000e+00 energy 6.257880e-01 1.260314e-07 6.257880e-03 displacement 2.304674e+00 6.295688e-07 2.550985e-06 ------- converged at time : 1.445 ]0;(step 2/2: 45%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.455 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010003 1 Nonlinear solution status: time= 1.455 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 8.422507e-02 0.000000e+00 energy 7.666229e-01 3.141971e-02 7.666229e-03 displacement 2.659369e+00 2.659369e+00 2.659369e-06 2 Nonlinear solution status: time= 1.455 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.472074 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 9.763565e-01 0.000000e+00 energy 7.666229e-01 1.724805e-01 7.666229e-03 displacement 2.659369e+00 4.774797e+00 1.220084e-05 3 Nonlinear solution status: time= 1.455 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 1.696209e-01 0.000000e+00 energy 7.666229e-01 3.066869e-02 7.666229e-03 displacement 2.659369e+00 4.752972e-01 8.244231e-06 4 Nonlinear solution status: time= 1.455 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.444349 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 6.717292e-02 0.000000e+00 energy 7.666229e-01 8.998841e-03 7.666229e-03 displacement 2.659369e+00 6.731116e-01 4.516809e-06 5 Nonlinear solution status: time= 1.455 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 2.493375e-02 0.000000e+00 energy 7.666229e-01 3.192930e-03 7.666229e-03 displacement 2.659369e+00 3.683449e-01 2.756837e-06 6 Nonlinear solution status: time= 1.455 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.247277 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 2.970117e-02 0.000000e+00 energy 7.666229e-01 1.011243e-03 7.666229e-03 displacement 2.659369e+00 2.062566e-02 2.682126e-06 7 Nonlinear solution status: time= 1.455 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 5.071777e-03 0.000000e+00 energy 7.666229e-01 1.157791e-03 7.666229e-03 displacement 2.659369e+00 4.542681e-02 3.257656e-06 8 Nonlinear solution status: time= 1.455 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 4.156041e-03 0.000000e+00 energy 7.666229e-01 9.474467e-04 7.666229e-03 displacement 2.659369e+00 1.152719e-02 3.028408e-06 9 Nonlinear solution status: time= 1.455 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 4.549880e-04 0.000000e+00 energy 7.666229e-01 2.742309e-04 7.666229e-03 displacement 2.659369e+00 2.116864e-03 3.076793e-06 10 Nonlinear solution status: time= 1.455 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 1.511890e-04 0.000000e+00 energy 7.666229e-01 2.040924e-05 7.666229e-03 displacement 2.659369e+00 8.489037e-04 3.017634e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010057 11 Nonlinear solution status: time= 1.455 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 3.015683e-07 0.000000e+00 energy 7.666229e-01 3.868130e-07 7.666229e-03 displacement 2.659369e+00 1.197786e-04 3.040094e-06 12 Nonlinear solution status: time= 1.455 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.061152e+00 1.214719e-09 0.000000e+00 energy 7.666229e-01 1.025031e-09 7.666229e-03 displacement 2.659369e+00 7.831609e-08 3.040352e-06 ------- converged at time : 1.455 ]0;(step 2/2: 46%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.465 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010057 1 Nonlinear solution status: time= 1.465 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.645110e+00 3.849714e-03 0.000000e+00 energy 8.884719e-01 1.539528e-03 8.884719e-03 displacement 3.066583e+00 3.066583e+00 3.066583e-06 2 Nonlinear solution status: time= 1.465 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.645110e+00 8.451467e-04 0.000000e+00 energy 8.884719e-01 8.869328e-04 8.884719e-03 displacement 3.066583e+00 1.124167e-02 3.203133e-06 3 Nonlinear solution status: time= 1.465 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.645110e+00 1.286868e-04 0.000000e+00 energy 8.884719e-01 2.148928e-04 8.884719e-03 displacement 3.066583e+00 2.754203e-03 3.123637e-06 4 Nonlinear solution status: time= 1.465 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.508707 convergence norms : INITIAL CURRENT REQUIRED residual 4.645110e+00 1.278410e-05 0.000000e+00 energy 8.884719e-01 2.678421e-05 8.884719e-03 displacement 3.066583e+00 6.545351e-04 3.086217e-06 5 Nonlinear solution status: time= 1.465 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.494316 convergence norms : INITIAL CURRENT REQUIRED residual 4.645110e+00 3.131389e-06 0.000000e+00 energy 8.884719e-01 2.781988e-06 8.884719e-03 displacement 3.066583e+00 2.415485e-05 3.078320e-06 6 Nonlinear solution status: time= 1.465 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.645110e+00 8.669356e-08 0.000000e+00 energy 8.884719e-01 2.220839e-08 8.884719e-03 displacement 3.066583e+00 2.547912e-06 3.079074e-06 ------- converged at time : 1.465 ]0;(step 2/2: 47%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.475 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010111 1 Nonlinear solution status: time= 1.475 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 2.101418e-02 0.000000e+00 energy 9.750570e-01 7.222832e-03 9.750570e-03 displacement 3.133662e+00 3.133662e+00 3.133662e-06 2 Nonlinear solution status: time= 1.475 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.571296 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 8.821054e-02 0.000000e+00 energy 9.750570e-01 3.036977e-02 9.750570e-03 displacement 3.133662e+00 9.919730e-01 6.402050e-06 3 Nonlinear solution status: time= 1.475 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 4.614640e-03 0.000000e+00 energy 9.750570e-01 6.145322e-03 9.750570e-03 displacement 3.133662e+00 1.257169e-01 4.953806e-06 4 Nonlinear solution status: time= 1.475 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 4.051828e-03 0.000000e+00 energy 9.750570e-01 6.131325e-03 9.750570e-03 displacement 3.133662e+00 4.150909e-01 3.024522e-06 5 Nonlinear solution status: time= 1.475 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 7.989246e-04 0.000000e+00 energy 9.750570e-01 1.632347e-03 9.750570e-03 displacement 3.133662e+00 7.208415e-02 3.787983e-06 6 Nonlinear solution status: time= 1.475 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 2.330614e-04 0.000000e+00 energy 9.750570e-01 4.720183e-04 9.750570e-03 displacement 3.133662e+00 6.130258e-03 3.582636e-06 7 Nonlinear solution status: time= 1.475 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.302017 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 2.907359e-04 0.000000e+00 energy 9.750570e-01 7.127409e-05 9.750570e-03 displacement 3.133662e+00 3.422222e-03 3.432549e-06 8 Nonlinear solution status: time= 1.475 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.147618 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 9.531293e-05 0.000000e+00 energy 9.750570e-01 7.965001e-05 9.750570e-03 displacement 3.133662e+00 7.787226e-04 3.387822e-06 9 Nonlinear solution status: time= 1.475 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.252494 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 5.473456e-05 0.000000e+00 energy 9.750570e-01 2.070469e-05 9.750570e-03 displacement 3.133662e+00 3.057379e-04 3.355205e-06 10 Nonlinear solution status: time= 1.475 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.478034 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 2.093574e-05 0.000000e+00 energy 9.750570e-01 8.947121e-06 9.750570e-03 displacement 3.133662e+00 4.583118e-05 3.348791e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010255 11 Nonlinear solution status: time= 1.475 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 1.787288e-08 0.000000e+00 energy 9.750570e-01 3.193374e-08 9.750570e-03 displacement 3.133662e+00 1.950425e-05 3.358906e-06 12 Nonlinear solution status: time= 1.475 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.257652e+00 2.299947e-11 0.000000e+00 energy 9.750570e-01 1.882924e-11 9.750570e-03 displacement 3.133662e+00 7.504791e-09 3.358850e-06 ------- converged at time : 1.475 ]0;(step 2/2: 48%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.485 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010255 1 Nonlinear solution status: time= 1.485 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 4.485183e-02 0.000000e+00 energy 1.047450e+00 2.204907e-02 1.047450e-02 displacement 3.682939e+00 3.682939e+00 3.682939e-06 2 Nonlinear solution status: time= 1.485 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.605623 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 5.823852e-02 0.000000e+00 energy 1.047450e+00 2.758988e-02 1.047450e-02 displacement 3.682939e+00 6.119839e-01 6.014120e-06 3 Nonlinear solution status: time= 1.485 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 9.748077e-03 0.000000e+00 energy 1.047450e+00 5.993763e-03 1.047450e-02 displacement 3.682939e+00 1.069076e-01 4.798518e-06 4 Nonlinear solution status: time= 1.485 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.453996 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 3.078725e-03 0.000000e+00 energy 1.047450e+00 2.628147e-03 1.047450e-02 displacement 3.682939e+00 5.076477e-02 4.136597e-06 5 Nonlinear solution status: time= 1.485 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.303458 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 1.184217e-03 0.000000e+00 energy 1.047450e+00 7.950659e-04 1.047450e-02 displacement 3.682939e+00 7.176952e-03 3.948292e-06 6 Nonlinear solution status: time= 1.485 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.306128 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 4.578442e-04 0.000000e+00 energy 1.047450e+00 3.063872e-04 1.047450e-02 displacement 3.682939e+00 2.486070e-03 3.854888e-06 7 Nonlinear solution status: time= 1.485 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.271666 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 2.503836e-04 0.000000e+00 energy 1.047450e+00 3.076310e-05 1.047450e-02 displacement 3.682939e+00 8.752886e-04 3.802713e-06 8 Nonlinear solution status: time= 1.485 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.213637 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 9.557394e-05 0.000000e+00 energy 1.047450e+00 5.133111e-06 1.047450e-02 displacement 3.682939e+00 7.313063e-05 3.798380e-06 9 Nonlinear solution status: time= 1.485 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 4.382159e-05 0.000000e+00 energy 1.047450e+00 8.744568e-06 1.047450e-02 displacement 3.682939e+00 7.440387e-05 3.825856e-06 10 Nonlinear solution status: time= 1.485 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.624076 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 8.667935e-06 0.000000e+00 energy 1.047450e+00 9.574413e-07 1.047450e-02 displacement 3.682939e+00 6.737539e-06 3.824671e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010309 11 Nonlinear solution status: time= 1.485 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.430746e+00 2.710225e-09 0.000000e+00 energy 1.047450e+00 7.889519e-09 1.047450e-02 displacement 3.682939e+00 2.292084e-06 3.822615e-06 ------- converged at time : 1.485 ]0;(step 2/2: 49%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 41 : 1.495 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010309 1 Nonlinear solution status: time= 1.495 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 2.823338e-02 0.000000e+00 energy 1.220821e+00 1.139855e-02 1.220821e-02 displacement 4.009492e+00 4.009492e+00 4.009492e-06 2 Nonlinear solution status: time= 1.495 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.633407 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 3.310562e-02 0.000000e+00 energy 1.220821e+00 1.653819e-02 1.220821e-02 displacement 4.009492e+00 3.316126e-01 5.502954e-06 3 Nonlinear solution status: time= 1.495 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 2.684451e-03 0.000000e+00 energy 1.220821e+00 3.520488e-03 1.220821e-02 displacement 4.009492e+00 4.547794e-02 4.826706e-06 4 Nonlinear solution status: time= 1.495 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.527901 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 2.166836e-03 0.000000e+00 energy 1.220821e+00 1.783108e-03 1.220821e-02 displacement 4.009492e+00 4.129694e-02 4.304058e-06 5 Nonlinear solution status: time= 1.495 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.231335 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 9.750896e-04 0.000000e+00 energy 1.220821e+00 4.975418e-04 1.220821e-02 displacement 4.009492e+00 4.217165e-03 4.168071e-06 6 Nonlinear solution status: time= 1.495 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.241743 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 3.760027e-04 0.000000e+00 energy 1.220821e+00 4.233820e-05 1.220821e-02 displacement 4.009492e+00 1.569946e-03 4.092014e-06 7 Nonlinear solution status: time= 1.495 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.450794 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 2.852973e-04 0.000000e+00 energy 1.220821e+00 3.047321e-05 1.220821e-02 displacement 4.009492e+00 8.749860e-05 4.098886e-06 8 Nonlinear solution status: time= 1.495 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 1.306212e-04 0.000000e+00 energy 1.220821e+00 5.827635e-05 1.220821e-02 displacement 4.009492e+00 4.670945e-04 4.149058e-06 9 Nonlinear solution status: time= 1.495 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 1.447602e-05 0.000000e+00 energy 1.220821e+00 1.987900e-06 1.220821e-02 displacement 4.009492e+00 1.284476e-04 4.123981e-06 10 Nonlinear solution status: time= 1.495 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.438122 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 4.037210e-06 0.000000e+00 energy 1.220821e+00 2.430839e-06 1.220821e-02 displacement 4.009492e+00 1.159478e-05 4.122163e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010309 11 Nonlinear solution status: time= 1.495 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.376555e+00 1.702538e-08 0.000000e+00 energy 1.220821e+00 9.421732e-09 1.220821e-02 displacement 4.009492e+00 2.264335e-06 4.123349e-06 ------- converged at time : 1.495 ]0;(step 2/2: 50%) 006LL_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.005 ===== beginning time step 42 : 1.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010309 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 5.930969e-04 0.000000e+00 energy 3.555090e-01 6.487316e-04 3.555090e-03 displacement 1.054609e+00 1.054609e+00 1.054609e-06 2 Nonlinear solution status: time= 1.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 8.413107e-05 0.000000e+00 energy 3.555090e-01 8.040475e-05 3.555090e-03 displacement 1.054609e+00 1.271585e-03 1.071870e-06 3 Nonlinear solution status: time= 1.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 1.350418e-05 0.000000e+00 energy 3.555090e-01 1.919491e-05 3.555090e-03 displacement 1.054609e+00 3.540661e-04 1.054706e-06 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.483270 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 2.808841e-06 0.000000e+00 energy 3.555090e-01 4.553200e-06 3.555090e-03 displacement 1.054609e+00 6.439616e-05 1.048597e-06 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.400894 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 1.019557e-06 0.000000e+00 energy 3.555090e-01 1.078662e-06 3.555090e-03 displacement 1.054609e+00 1.090095e-05 1.046152e-06 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.333014 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 3.363274e-07 0.000000e+00 energy 3.555090e-01 9.090980e-08 3.555090e-03 displacement 1.054609e+00 2.623875e-06 1.044968e-06 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.300141e+00 8.606190e-08 0.000000e+00 energy 3.555090e-01 3.663963e-08 3.555090e-03 displacement 1.054609e+00 1.312027e-07 1.045206e-06 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 43 : 1.51 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010309 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 9.847863e+00 3.463672e-02 0.000000e+00 energy 1.471330e+00 9.321155e-03 1.471330e-02 displacement 4.340269e+00 4.340269e+00 4.340269e-06 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.522300 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 2.263613e-01 0.000000e+00 energy 1.471330e+00 4.544149e-02 1.471330e-02 displacement 4.340269e+00 7.925746e-01 7.516656e-06 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 1.472220e-02 0.000000e+00 energy 1.471330e+00 7.575300e-03 1.471330e-02 displacement 4.340269e+00 9.993406e-02 6.160671e-06 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 8.396719e-03 0.000000e+00 energy 1.471330e+00 6.821344e-04 1.471330e-02 displacement 4.340269e+00 3.228662e-01 4.270955e-06 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.395072 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 3.475702e-03 0.000000e+00 energy 1.471330e+00 3.470059e-04 1.471330e-02 displacement 4.340269e+00 1.277773e-03 4.261685e-06 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.442309 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 1.310257e-03 0.000000e+00 energy 1.471330e+00 1.089558e-04 1.471330e-02 displacement 4.340269e+00 1.062901e-03 4.312791e-06 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.492074 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 1.501406e-03 0.000000e+00 energy 1.471330e+00 4.560768e-04 1.471330e-02 displacement 4.340269e+00 9.055126e-03 4.610732e-06 8 Nonlinear solution status: time= 1.51 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 4.606033e-05 0.000000e+00 energy 1.471330e+00 3.309713e-06 1.471330e-02 displacement 4.340269e+00 1.860840e-03 4.491413e-06 9 Nonlinear solution status: time= 1.51 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 9.527779e-06 0.000000e+00 energy 1.471330e+00 1.013178e-06 1.471330e-02 displacement 4.340269e+00 1.605193e-04 4.452337e-06 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 9.847863e+00 1.176817e-06 0.000000e+00 energy 1.471330e+00 6.684137e-07 1.471330e-02 displacement 4.340269e+00 1.251810e-05 4.459250e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010327 11 Nonlinear solution status: time= 1.51 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.847863e+00 1.196522e-08 0.000000e+00 energy 1.471330e+00 2.780310e-09 1.471330e-02 displacement 4.340269e+00 3.117595e-06 4.462251e-06 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010327 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 1.009556e+01 6.611620e-03 0.000000e+00 energy 1.512635e+00 4.274977e-03 1.512635e-02 displacement 4.546223e+00 4.546223e+00 4.546223e-06 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.605213 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 3.591331e-03 0.000000e+00 energy 1.512635e+00 3.317196e-03 1.512635e-02 displacement 4.546223e+00 5.257692e-02 5.128690e-06 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 1.009556e+01 7.465435e-04 0.000000e+00 energy 1.512635e+00 4.488108e-04 1.512635e-02 displacement 4.546223e+00 6.909106e-03 4.961230e-06 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.414630 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 4.603182e-04 0.000000e+00 energy 1.512635e+00 3.750952e-04 1.512635e-02 displacement 4.546223e+00 6.025153e-03 4.740935e-06 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.376415 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 2.888667e-04 0.000000e+00 energy 1.512635e+00 9.703937e-05 1.512635e-02 displacement 4.546223e+00 1.319854e-03 4.645126e-06 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.115514 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 1.690456e-04 0.000000e+00 energy 1.512635e+00 2.192825e-05 1.512635e-02 displacement 4.546223e+00 2.850141e-04 4.619669e-06 7 Nonlinear solution status: time= 1.52 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.598659 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 4.264211e-05 0.000000e+00 energy 1.512635e+00 2.886893e-06 1.512635e-02 displacement 4.546223e+00 1.216170e-04 4.606737e-06 8 Nonlinear solution status: time= 1.52 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 3.924595e-05 0.000000e+00 energy 1.512635e+00 2.129453e-05 1.512635e-02 displacement 4.546223e+00 9.672867e-05 4.612846e-06 9 Nonlinear solution status: time= 1.52 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 1.165122e-05 0.000000e+00 energy 1.512635e+00 6.760965e-06 1.512635e-02 displacement 4.546223e+00 3.106121e-05 4.601365e-06 10 Nonlinear solution status: time= 1.52 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.495798 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 5.816282e-06 0.000000e+00 energy 1.512635e+00 1.141645e-06 1.512635e-02 displacement 4.546223e+00 1.543916e-05 4.599449e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010327 11 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009556e+01 6.630241e-09 0.000000e+00 energy 1.512635e+00 1.205635e-09 1.512635e-02 displacement 4.546223e+00 2.133691e-06 4.600752e-06 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010327 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 1.193497e+01 4.906548e-03 0.000000e+00 energy 1.704556e+00 3.000026e-03 1.704556e-02 displacement 4.850074e+00 4.850074e+00 4.850074e-06 2 Nonlinear solution status: time= 1.53 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193497e+01 9.475516e-04 0.000000e+00 energy 1.704556e+00 3.084275e-04 1.704556e-02 displacement 4.850074e+00 4.796582e-03 4.999911e-06 3 Nonlinear solution status: time= 1.53 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193497e+01 2.387949e-04 0.000000e+00 energy 1.704556e+00 5.047774e-05 1.704556e-02 displacement 4.850074e+00 1.645913e-03 4.880495e-06 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.549872 convergence norms : INITIAL CURRENT REQUIRED residual 1.193497e+01 1.021750e-04 0.000000e+00 energy 1.704556e+00 1.583282e-05 1.704556e-02 displacement 4.850074e+00 2.708206e-04 4.871633e-06 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 1.193497e+01 1.448330e-05 0.000000e+00 energy 1.704556e+00 4.916614e-06 1.704556e-02 displacement 4.850074e+00 6.755665e-05 4.876596e-06 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 1.193497e+01 1.430182e-07 0.000000e+00 energy 1.704556e+00 4.458030e-08 1.704556e-02 displacement 4.850074e+00 4.227438e-06 4.875185e-06 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010453 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 1.438338e+01 1.179452e-02 0.000000e+00 energy 1.875099e+00 4.993487e-03 1.875099e-02 displacement 5.016760e+00 5.016760e+00 5.016760e-06 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.626004 convergence norms : INITIAL CURRENT REQUIRED residual 1.438338e+01 6.812753e-03 0.000000e+00 energy 1.875099e+00 3.946804e-03 1.875099e-02 displacement 5.016760e+00 4.529992e-02 5.501932e-06 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 1.438338e+01 1.156565e-03 0.000000e+00 energy 1.875099e+00 9.300533e-04 1.875099e-02 displacement 5.016760e+00 7.506164e-03 5.247749e-06 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.407563 convergence norms : INITIAL CURRENT REQUIRED residual 1.438338e+01 4.099711e-04 0.000000e+00 energy 1.875099e+00 3.432437e-04 1.875099e-02 displacement 5.016760e+00 3.735278e-03 5.097438e-06 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.346509 convergence norms : INITIAL CURRENT REQUIRED residual 1.438338e+01 2.927088e-05 0.000000e+00 energy 1.875099e+00 3.393537e-05 1.875099e-02 displacement 5.016760e+00 9.822272e-04 5.019815e-06 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.424777 convergence norms : INITIAL CURRENT REQUIRED residual 1.438338e+01 4.809579e-05 0.000000e+00 energy 1.875099e+00 1.013907e-05 1.875099e-02 displacement 5.016760e+00 4.266008e-05 5.012474e-06 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.438338e+01 2.596972e-06 0.000000e+00 energy 1.875099e+00 6.924050e-08 1.875099e-02 displacement 5.016760e+00 1.127230e-05 5.017490e-06 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.438338e+01 5.164466e-07 0.000000e+00 energy 1.875099e+00 3.395724e-09 1.875099e-02 displacement 5.016760e+00 2.053180e-06 5.016279e-06 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010453 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 1.577059e+01 4.792093e-03 0.000000e+00 energy 1.956890e+00 2.690123e-03 1.956890e-02 displacement 5.149038e+00 5.149038e+00 5.149038e-06 2 Nonlinear solution status: time= 1.55 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.577059e+01 4.791654e-04 0.000000e+00 energy 1.956890e+00 4.919302e-04 1.956890e-02 displacement 5.149038e+00 5.896237e-03 5.224561e-06 3 Nonlinear solution status: time= 1.55 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.577059e+01 1.921856e-04 0.000000e+00 energy 1.956890e+00 1.192971e-04 1.956890e-02 displacement 5.149038e+00 1.641101e-03 5.127355e-06 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.463029 convergence norms : INITIAL CURRENT REQUIRED residual 1.577059e+01 4.639468e-05 0.000000e+00 energy 1.956890e+00 3.580893e-05 1.956890e-02 displacement 5.149038e+00 3.666618e-04 5.085778e-06 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.577059e+01 2.370615e-06 0.000000e+00 energy 1.956890e+00 2.703030e-06 1.956890e-02 displacement 5.149038e+00 4.415621e-05 5.095422e-06 6 Nonlinear solution status: time= 1.55 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.577059e+01 1.451258e-07 0.000000e+00 energy 1.956890e+00 3.866640e-08 1.956890e-02 displacement 5.149038e+00 1.380062e-06 5.094430e-06 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010453 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 1.697577e+01 5.106482e-03 0.000000e+00 energy 2.035010e+00 2.055938e-03 2.035010e-02 displacement 5.222465e+00 5.222465e+00 5.222465e-06 2 Nonlinear solution status: time= 1.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.697577e+01 4.559388e-04 0.000000e+00 energy 2.035010e+00 3.220810e-04 2.035010e-02 displacement 5.222465e+00 3.850678e-03 5.284295e-06 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.697577e+01 8.611487e-05 0.000000e+00 energy 2.035010e+00 6.235706e-05 2.035010e-02 displacement 5.222465e+00 1.777489e-03 5.187648e-06 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.556535 convergence norms : INITIAL CURRENT REQUIRED residual 1.697577e+01 8.405101e-06 0.000000e+00 energy 2.035010e+00 1.392177e-06 2.035010e-02 displacement 5.222465e+00 2.312414e-04 5.156165e-06 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.634638 convergence norms : INITIAL CURRENT REQUIRED residual 1.697577e+01 1.245131e-06 0.000000e+00 energy 2.035010e+00 7.844133e-08 2.035010e-02 displacement 5.222465e+00 8.644999e-07 5.155714e-06 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010507 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 1.810191e+01 4.869947e-02 0.000000e+00 energy 2.125172e+00 2.405044e-02 2.125172e-02 displacement 5.309582e+00 5.309582e+00 5.309582e-06 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.564953 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 2.314548e-01 0.000000e+00 energy 2.125172e+00 6.962562e-02 2.125172e-02 displacement 5.309582e+00 1.497956e+00 1.040881e-05 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 1.607341e-02 0.000000e+00 energy 2.125172e+00 1.280350e-02 2.125172e-02 displacement 5.309582e+00 1.855618e-01 8.314326e-06 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.597993 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 1.679617e-02 0.000000e+00 energy 2.125172e+00 4.188487e-03 2.125172e-02 displacement 5.309582e+00 2.780430e-01 6.045892e-06 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.278900 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 6.464671e-03 0.000000e+00 energy 2.125172e+00 9.590135e-04 2.125172e-02 displacement 5.309582e+00 1.322685e-02 5.721710e-06 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.151734 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 3.106083e-03 0.000000e+00 energy 2.125172e+00 3.974159e-04 2.125172e-02 displacement 5.309582e+00 4.027130e-03 5.617587e-06 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.180233 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 1.850111e-03 0.000000e+00 energy 2.125172e+00 2.202896e-04 2.125172e-02 displacement 5.309582e+00 1.907050e-03 5.506611e-06 8 Nonlinear solution status: time= 1.57 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.201424 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 6.692045e-04 0.000000e+00 energy 2.125172e+00 8.815833e-05 2.125172e-02 displacement 5.309582e+00 7.058124e-04 5.472566e-06 9 Nonlinear solution status: time= 1.57 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.136863 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 5.704270e-04 0.000000e+00 energy 2.125172e+00 1.502670e-05 2.125172e-02 displacement 5.309582e+00 4.594993e-05 5.464262e-06 10 Nonlinear solution status: time= 1.57 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 2.586947e-04 0.000000e+00 energy 2.125172e+00 9.847693e-05 2.125172e-02 displacement 5.309582e+00 7.582197e-04 5.548539e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010579 11 Nonlinear solution status: time= 1.57 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 9.674651e-05 0.000000e+00 energy 2.125172e+00 4.448706e-05 2.125172e-02 displacement 5.309582e+00 4.047994e-04 5.499414e-06 12 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 4.168243e-05 0.000000e+00 energy 2.125172e+00 1.927788e-05 2.125172e-02 displacement 5.309582e+00 1.916918e-04 5.518276e-06 13 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 5.013711e-06 0.000000e+00 energy 2.125172e+00 1.103503e-06 2.125172e-02 displacement 5.309582e+00 2.372108e-05 5.518183e-06 14 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810191e+01 1.226439e-06 0.000000e+00 energy 2.125172e+00 7.355021e-07 2.125172e-02 displacement 5.309582e+00 4.180578e-06 5.514773e-06 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010633 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 1.998129e+01 4.404714e-03 0.000000e+00 energy 2.339195e+00 6.356749e-03 2.339195e-02 displacement 5.839854e+00 5.839854e+00 5.839854e-06 2 Nonlinear solution status: time= 1.58 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.998129e+01 7.699051e-05 0.000000e+00 energy 2.339195e+00 4.094269e-05 2.339195e-02 displacement 5.839854e+00 2.135468e-03 5.780016e-06 3 Nonlinear solution status: time= 1.58 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.998129e+01 2.774555e-05 0.000000e+00 energy 2.339195e+00 2.790702e-06 2.339195e-02 displacement 5.839854e+00 2.981310e-04 5.727884e-06 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.998129e+01 7.691603e-06 0.000000e+00 energy 2.339195e+00 1.302417e-06 2.339195e-02 displacement 5.839854e+00 5.036996e-05 5.711612e-06 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.998129e+01 3.156929e-07 0.000000e+00 energy 2.339195e+00 2.829978e-08 2.339195e-02 displacement 5.839854e+00 1.686748e-05 5.723239e-06 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.998129e+01 8.646655e-08 0.000000e+00 energy 2.339195e+00 2.109810e-08 2.339195e-02 displacement 5.839854e+00 7.261993e-07 5.724997e-06 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010633 1 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 4.926942e-03 0.000000e+00 energy 2.397796e+00 1.908490e-03 2.397796e-02 displacement 5.886983e+00 5.886983e+00 5.886983e-06 2 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 2.037095e-03 0.000000e+00 energy 2.397796e+00 2.325473e-03 2.397796e-02 displacement 5.886983e+00 3.318768e-02 6.166590e-06 3 Nonlinear solution status: time= 1.59 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 2.729762e-04 0.000000e+00 energy 2.397796e+00 5.975890e-04 2.397796e-02 displacement 5.886983e+00 7.680422e-03 5.953879e-06 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.495430 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 5.512808e-05 0.000000e+00 energy 2.397796e+00 1.455779e-04 2.397796e-02 displacement 5.886983e+00 2.013003e-03 5.851596e-06 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.365534 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 2.331084e-05 0.000000e+00 energy 2.397796e+00 2.865641e-05 2.397796e-02 displacement 5.886983e+00 3.079208e-04 5.823496e-06 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 1.068771e-05 0.000000e+00 energy 2.397796e+00 7.823215e-06 2.397796e-02 displacement 5.886983e+00 4.101837e-05 5.818846e-06 7 Nonlinear solution status: time= 1.59 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 2.074254e-06 0.000000e+00 energy 2.397796e+00 8.852008e-07 2.397796e-02 displacement 5.886983e+00 6.603931e-06 5.819905e-06 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.551059 convergence norms : INITIAL CURRENT REQUIRED residual 2.155024e+01 3.132165e-07 0.000000e+00 energy 2.397796e+00 1.988184e-07 2.397796e-02 displacement 5.886983e+00 1.267821e-06 5.817593e-06 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010633 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 2.305043e+01 8.928184e-03 0.000000e+00 energy 2.513315e+00 8.782053e-03 2.513315e-02 displacement 6.006240e+00 6.006240e+00 6.006240e-06 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616770 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 7.896631e-03 0.000000e+00 energy 2.513315e+00 3.366134e-03 2.513315e-02 displacement 6.006240e+00 7.134652e-02 6.674301e-06 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 2.305043e+01 8.270321e-04 0.000000e+00 energy 2.513315e+00 7.772882e-04 2.513315e-02 displacement 6.006240e+00 1.169451e-02 6.340949e-06 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.446877 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 2.488434e-04 0.000000e+00 energy 2.513315e+00 3.209333e-04 2.513315e-02 displacement 6.006240e+00 6.382607e-03 6.101500e-06 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.345568 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 1.952594e-04 0.000000e+00 energy 2.513315e+00 3.648570e-05 2.513315e-02 displacement 6.006240e+00 1.389153e-03 6.006776e-06 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.162900 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 1.091978e-04 0.000000e+00 energy 2.513315e+00 8.485349e-06 2.513315e-02 displacement 6.006240e+00 8.402570e-05 5.985708e-06 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 2.305043e+01 9.294665e-05 0.000000e+00 energy 2.513315e+00 1.412205e-05 2.513315e-02 displacement 6.006240e+00 7.966029e-05 6.003453e-06 8 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.576592 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 3.389900e-05 0.000000e+00 energy 2.513315e+00 2.742978e-06 2.513315e-02 displacement 6.006240e+00 2.300996e-05 6.004449e-06 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.465649 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 2.051544e-05 0.000000e+00 energy 2.513315e+00 4.409202e-06 2.513315e-02 displacement 6.006240e+00 1.908909e-05 6.000509e-06 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.586003 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 6.957304e-06 0.000000e+00 energy 2.513315e+00 1.143255e-06 2.513315e-02 displacement 6.006240e+00 1.498359e-05 5.996130e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010633 11 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.305043e+01 5.294282e-08 0.000000e+00 energy 2.513315e+00 1.449455e-08 2.513315e-02 displacement 6.006240e+00 2.240892e-06 5.999622e-06 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010633 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 2.726881e+01 5.922839e-03 0.000000e+00 energy 2.761977e+00 2.258161e-04 2.761977e-02 displacement 6.343918e+00 6.343918e+00 6.343918e-06 2 Nonlinear solution status: time= 1.61 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 1.802806e-03 0.000000e+00 energy 2.761977e+00 6.323893e-04 2.761977e-02 displacement 6.343918e+00 8.137900e-03 6.449107e-06 3 Nonlinear solution status: time= 1.61 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 1.441949e-04 0.000000e+00 energy 2.761977e+00 1.047994e-04 2.761977e-02 displacement 6.343918e+00 3.143670e-03 6.305150e-06 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.534674 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 3.642423e-05 0.000000e+00 energy 2.761977e+00 6.911391e-06 2.761977e-02 displacement 6.343918e+00 6.728142e-04 6.248680e-06 5 Nonlinear solution status: time= 1.61 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 3.787897e-05 0.000000e+00 energy 2.761977e+00 7.021995e-06 2.761977e-02 displacement 6.343918e+00 1.166282e-04 6.233815e-06 6 Nonlinear solution status: time= 1.61 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 6.243137e-06 0.000000e+00 energy 2.761977e+00 1.204226e-06 2.761977e-02 displacement 6.343918e+00 1.191100e-05 6.232209e-06 7 Nonlinear solution status: time= 1.61 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 9.769620e-07 0.000000e+00 energy 2.761977e+00 4.004158e-07 2.761977e-02 displacement 6.343918e+00 7.948880e-06 6.235252e-06 8 Nonlinear solution status: time= 1.61 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726881e+01 1.162951e-08 0.000000e+00 energy 2.761977e+00 1.506575e-09 2.761977e-02 displacement 6.343918e+00 5.201760e-07 6.235436e-06 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010633 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 2.882919e+01 5.254841e-03 0.000000e+00 energy 2.849977e+00 5.806946e-04 2.849977e-02 displacement 6.415936e+00 6.415936e+00 6.415936e-06 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 2.882919e+01 7.440845e-04 0.000000e+00 energy 2.849977e+00 1.803914e-04 2.849977e-02 displacement 6.415936e+00 8.473011e-03 6.400565e-06 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 2.882919e+01 9.828291e-05 0.000000e+00 energy 2.849977e+00 1.881643e-05 2.849977e-02 displacement 6.415936e+00 2.091503e-03 6.290241e-06 4 Nonlinear solution status: time= 1.62 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.882919e+01 1.486062e-05 0.000000e+00 energy 2.849977e+00 4.342950e-06 2.849977e-02 displacement 6.415936e+00 1.005776e-04 6.264962e-06 5 Nonlinear solution status: time= 1.62 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.882919e+01 1.184586e-06 0.000000e+00 energy 2.849977e+00 1.705201e-08 2.849977e-02 displacement 6.415936e+00 1.392318e-05 6.269917e-06 6 Nonlinear solution status: time= 1.62 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.882919e+01 1.886374e-07 0.000000e+00 energy 2.849977e+00 2.704226e-08 2.849977e-02 displacement 6.415936e+00 1.133242e-06 6.271120e-06 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010705 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 3.094210e+01 6.620135e-03 0.000000e+00 energy 2.970324e+00 3.550554e-03 2.970324e-02 displacement 6.469883e+00 6.469883e+00 6.469883e-06 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634237 convergence norms : INITIAL CURRENT REQUIRED residual 3.094210e+01 3.609680e-03 0.000000e+00 energy 2.970324e+00 2.262313e-03 2.970324e-02 displacement 6.469883e+00 3.331172e-02 6.969987e-06 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.094210e+01 3.882825e-04 0.000000e+00 energy 2.970324e+00 5.987673e-04 2.970324e-02 displacement 6.469883e+00 7.679360e-03 6.683997e-06 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.537247 convergence norms : INITIAL CURRENT REQUIRED residual 3.094210e+01 8.982489e-05 0.000000e+00 energy 2.970324e+00 1.522415e-04 2.970324e-02 displacement 6.469883e+00 4.398295e-03 6.467714e-06 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.244314 convergence norms : INITIAL CURRENT REQUIRED residual 3.094210e+01 3.566936e-05 0.000000e+00 energy 2.970324e+00 3.867080e-05 2.970324e-02 displacement 6.469883e+00 4.370898e-04 6.432207e-06 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.278822 convergence norms : INITIAL CURRENT REQUIRED residual 3.094210e+01 9.916830e-06 0.000000e+00 energy 2.970324e+00 7.685603e-06 2.970324e-02 displacement 6.469883e+00 1.126363e-04 6.404979e-06 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.263188 convergence norms : INITIAL CURRENT REQUIRED residual 3.094210e+01 6.559680e-06 0.000000e+00 energy 2.970324e+00 4.214600e-07 2.970324e-02 displacement 6.469883e+00 1.754831e-06 6.403794e-06 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010777 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 3.186418e+01 8.532448e-03 0.000000e+00 energy 3.101694e+00 7.593813e-03 3.101694e-02 displacement 6.731721e+00 6.731721e+00 6.731721e-06 2 Nonlinear solution status: time= 1.64 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 6.104117e-03 0.000000e+00 energy 3.101694e+00 2.890592e-03 3.101694e-02 displacement 6.731721e+00 3.382273e-02 7.285213e-06 3 Nonlinear solution status: time= 1.64 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 8.124316e-04 0.000000e+00 energy 3.101694e+00 6.627227e-04 3.101694e-02 displacement 6.731721e+00 8.715457e-03 6.960290e-06 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.498739 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 1.671021e-04 0.000000e+00 energy 3.101694e+00 1.687339e-04 3.101694e-02 displacement 6.731721e+00 2.842629e-03 6.782217e-06 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.363678 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 2.045675e-04 0.000000e+00 energy 3.101694e+00 7.291845e-05 3.101694e-02 displacement 6.731721e+00 5.676671e-04 6.711745e-06 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 3.317648e-05 0.000000e+00 energy 3.101694e+00 5.307757e-06 3.101694e-02 displacement 6.731721e+00 1.578184e-04 6.722398e-06 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.619772 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 1.157473e-05 0.000000e+00 energy 3.101694e+00 7.990001e-07 3.101694e-02 displacement 6.731721e+00 1.416702e-05 6.719887e-06 8 Nonlinear solution status: time= 1.64 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.544449 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 7.679340e-06 0.000000e+00 energy 3.101694e+00 1.376045e-06 3.101694e-02 displacement 6.731721e+00 6.111879e-05 6.712208e-06 9 Nonlinear solution status: time= 1.64 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186418e+01 1.523019e-06 0.000000e+00 energy 3.101694e+00 2.955637e-07 3.101694e-02 displacement 6.731721e+00 3.466300e-06 6.713982e-06 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010777 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 3.514659e+01 5.311247e-03 0.000000e+00 energy 3.277859e+00 3.211604e-03 3.277859e-02 displacement 6.942951e+00 6.942951e+00 6.942951e-06 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621300 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 2.345292e-03 0.000000e+00 energy 3.277859e+00 1.583900e-03 3.277859e-02 displacement 6.942951e+00 2.404685e-02 7.280210e-06 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 2.305215e-04 0.000000e+00 energy 3.277859e+00 3.418299e-04 3.277859e-02 displacement 6.942951e+00 4.958506e-03 7.108571e-06 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.453605 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 1.169682e-04 0.000000e+00 energy 3.277859e+00 1.436058e-04 3.277859e-02 displacement 6.942951e+00 2.676023e-03 6.968316e-06 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.374610 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 3.438716e-05 0.000000e+00 energy 3.277859e+00 3.829770e-05 3.277859e-02 displacement 6.942951e+00 3.655873e-04 6.924334e-06 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.194465 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 2.143752e-05 0.000000e+00 energy 3.277859e+00 3.750758e-06 3.277859e-02 displacement 6.942951e+00 3.955027e-05 6.910772e-06 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 4.643366e-06 0.000000e+00 energy 3.277859e+00 1.285217e-06 3.277859e-02 displacement 6.942951e+00 2.326285e-05 6.908388e-06 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.514659e+01 2.335977e-06 0.000000e+00 energy 3.277859e+00 3.529150e-07 3.277859e-02 displacement 6.942951e+00 2.268214e-06 6.909189e-06 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010777 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 8.054075e-03 0.000000e+00 energy 3.429927e+00 4.528713e-03 3.429927e-02 displacement 7.057748e+00 7.057748e+00 7.057748e-06 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616140 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 5.108966e-03 0.000000e+00 energy 3.429927e+00 3.823152e-03 3.429927e-02 displacement 7.057748e+00 8.404215e-02 7.883991e-06 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 5.127229e-04 0.000000e+00 energy 3.429927e+00 8.996918e-04 3.429927e-02 displacement 7.057748e+00 1.489881e-02 7.485567e-06 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.446236 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 1.521011e-04 0.000000e+00 energy 3.429927e+00 3.496015e-04 3.429927e-02 displacement 7.057748e+00 8.636725e-03 7.212618e-06 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.332940 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 6.892872e-05 0.000000e+00 energy 3.429927e+00 9.357531e-05 3.429927e-02 displacement 7.057748e+00 1.471421e-03 7.116956e-06 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.266252 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 3.635215e-05 0.000000e+00 energy 3.429927e+00 3.389459e-05 3.429927e-02 displacement 7.057748e+00 4.459474e-04 7.060760e-06 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.239073 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 1.669156e-05 0.000000e+00 energy 3.429927e+00 1.592976e-05 3.429927e-02 displacement 7.057748e+00 1.575281e-04 7.032439e-06 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.242104 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 1.006613e-05 0.000000e+00 energy 3.429927e+00 7.298091e-06 3.429927e-02 displacement 7.057748e+00 5.732633e-05 7.014156e-06 9 Nonlinear solution status: time= 1.66 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.139632 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 6.310491e-06 0.000000e+00 energy 3.429927e+00 1.226614e-06 3.429927e-02 displacement 7.057748e+00 9.997508e-06 7.006765e-06 10 Nonlinear solution status: time= 1.66 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.880584e+01 1.264117e-06 0.000000e+00 energy 3.429927e+00 1.267069e-07 3.429927e-02 displacement 7.057748e+00 4.391214e-06 7.006285e-06 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010849 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 4.019348e+01 4.966878e-03 0.000000e+00 energy 3.555689e+00 1.249610e-03 3.555689e-02 displacement 7.277925e+00 7.277925e+00 7.277925e-06 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019348e+01 5.630113e-04 0.000000e+00 energy 3.555689e+00 2.850422e-04 3.555689e-02 displacement 7.277925e+00 7.663756e-03 7.300922e-06 3 Nonlinear solution status: time= 1.67 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019348e+01 1.766836e-04 0.000000e+00 energy 3.555689e+00 5.933244e-05 3.555689e-02 displacement 7.277925e+00 1.717392e-03 7.201197e-06 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.471155 convergence norms : INITIAL CURRENT REQUIRED residual 4.019348e+01 3.283573e-05 0.000000e+00 energy 3.555689e+00 3.241289e-06 3.555689e-02 displacement 7.277925e+00 1.773838e-04 7.170288e-06 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019348e+01 8.122623e-06 0.000000e+00 energy 3.555689e+00 7.959572e-07 3.555689e-02 displacement 7.277925e+00 4.498537e-05 7.165293e-06 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019348e+01 3.107757e-06 0.000000e+00 energy 3.555689e+00 1.599779e-07 3.555689e-02 displacement 7.277925e+00 6.491094e-06 7.163749e-06 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010849 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 4.368660e+01 4.622938e-03 0.000000e+00 energy 3.727746e+00 2.385991e-04 3.727746e-02 displacement 7.332917e+00 7.332917e+00 7.332917e-06 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.368660e+01 1.222534e-04 0.000000e+00 energy 3.727746e+00 5.392842e-05 3.727746e-02 displacement 7.332917e+00 6.968893e-03 7.259184e-06 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.368660e+01 1.417684e-04 0.000000e+00 energy 3.727746e+00 2.385136e-05 3.727746e-02 displacement 7.332917e+00 1.534327e-03 7.188396e-06 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.368660e+01 4.055953e-05 0.000000e+00 energy 3.727746e+00 5.235449e-06 3.727746e-02 displacement 7.332917e+00 2.029910e-04 7.160005e-06 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.368660e+01 8.595153e-06 0.000000e+00 energy 3.727746e+00 2.732834e-06 3.727746e-02 displacement 7.332917e+00 9.902127e-05 7.180845e-06 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.368660e+01 1.198294e-06 0.000000e+00 energy 3.727746e+00 3.200873e-07 3.727746e-02 displacement 7.332917e+00 5.573210e-06 7.183837e-06 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010867 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 4.424467e+01 5.025027e-03 0.000000e+00 energy 3.757977e+00 9.251943e-05 3.757977e-02 displacement 7.337936e+00 7.337936e+00 7.337936e-06 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.424467e+01 1.243696e-04 0.000000e+00 energy 3.757977e+00 9.571385e-05 3.757977e-02 displacement 7.337936e+00 6.955271e-03 7.266323e-06 3 Nonlinear solution status: time= 1.69 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.424467e+01 3.062987e-05 0.000000e+00 energy 3.757977e+00 5.465507e-06 3.757977e-02 displacement 7.337936e+00 1.344285e-03 7.200134e-06 4 Nonlinear solution status: time= 1.69 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.424467e+01 5.645820e-06 0.000000e+00 energy 3.757977e+00 1.204650e-06 3.757977e-02 displacement 7.337936e+00 1.886160e-04 7.183476e-06 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.424467e+01 1.003712e-06 0.000000e+00 energy 3.757977e+00 3.428623e-07 3.757977e-02 displacement 7.337936e+00 3.587978e-05 7.194782e-06 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.424467e+01 4.091014e-07 0.000000e+00 energy 3.757977e+00 2.156341e-07 3.757977e-02 displacement 7.337936e+00 2.546084e-05 7.202868e-06 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 4.424467e+01 2.167283e-08 0.000000e+00 energy 3.757977e+00 2.315038e-08 3.757977e-02 displacement 7.337936e+00 3.368899e-06 7.199615e-06 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010867 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 4.446474e+01 1.370574e-02 0.000000e+00 energy 3.764135e+00 1.903259e-02 3.764135e-02 displacement 7.358408e+00 7.358408e+00 7.358408e-06 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621564 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 1.059439e-02 0.000000e+00 energy 3.764135e+00 5.913267e-03 3.764135e-02 displacement 7.358408e+00 8.950493e-02 8.325721e-06 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 1.504402e-03 0.000000e+00 energy 3.764135e+00 1.420730e-03 3.764135e-02 displacement 7.358408e+00 1.551355e-02 7.902496e-06 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.443901 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 7.285731e-04 0.000000e+00 energy 3.764135e+00 5.394677e-04 3.764135e-02 displacement 7.358408e+00 9.445362e-03 7.557206e-06 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.243005 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 3.029691e-04 0.000000e+00 energy 3.764135e+00 1.023485e-04 3.764135e-02 displacement 7.358408e+00 1.710981e-03 7.449136e-06 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.216537 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 1.800987e-04 0.000000e+00 energy 3.764135e+00 1.579967e-05 3.764135e-02 displacement 7.358408e+00 4.991408e-04 7.412917e-06 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.548730 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 6.416665e-05 0.000000e+00 energy 3.764135e+00 5.430659e-06 3.764135e-02 displacement 7.358408e+00 1.519595e-04 7.374845e-06 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.565966 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 8.856494e-06 0.000000e+00 energy 3.764135e+00 3.096431e-06 3.764135e-02 displacement 7.358408e+00 1.317166e-05 7.375306e-06 9 Nonlinear solution status: time= 1.7 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.446474e+01 1.053996e-06 0.000000e+00 energy 3.764135e+00 3.670364e-07 3.764135e-02 displacement 7.358408e+00 6.788617e-06 7.377887e-06 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010867 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 5.008337e+01 2.090461e-02 0.000000e+00 energy 4.034320e+00 2.029471e-02 4.034320e-02 displacement 7.632707e+00 7.632707e+00 7.632707e-06 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.587208 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 7.268640e-02 0.000000e+00 energy 4.034320e+00 2.938988e-02 4.034320e-02 displacement 7.632707e+00 7.379810e-01 1.072680e-05 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 6.016447e-03 0.000000e+00 energy 4.034320e+00 6.166407e-03 4.034320e-02 displacement 7.632707e+00 1.062446e-01 9.317630e-06 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 6.944440e-03 0.000000e+00 energy 4.034320e+00 8.769268e-03 4.034320e-02 displacement 7.632707e+00 3.475757e-01 7.270510e-06 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 8.562938e-04 0.000000e+00 energy 4.034320e+00 2.232140e-03 4.034320e-02 displacement 7.632707e+00 7.690572e-02 8.174184e-06 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 4.212586e-04 0.000000e+00 energy 4.034320e+00 5.448872e-04 4.034320e-02 displacement 7.632707e+00 7.209196e-03 7.916608e-06 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.289181 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 1.458034e-04 0.000000e+00 energy 4.034320e+00 2.503966e-04 4.034320e-02 displacement 7.632707e+00 3.289268e-03 7.741439e-06 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.275979 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 5.138888e-05 0.000000e+00 energy 4.034320e+00 8.454272e-05 4.034320e-02 displacement 7.632707e+00 1.203034e-03 7.640188e-06 9 Nonlinear solution status: time= 1.71 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.156480 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 4.922882e-05 0.000000e+00 energy 4.034320e+00 3.918429e-05 4.034320e-02 displacement 7.632707e+00 3.892684e-04 7.591497e-06 10 Nonlinear solution status: time= 1.71 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.137171 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 2.414990e-05 0.000000e+00 energy 4.034320e+00 5.419413e-06 4.034320e-02 displacement 7.632707e+00 6.280887e-05 7.571784e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010885 11 Nonlinear solution status: time= 1.71 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 1.321600e-06 0.000000e+00 energy 4.034320e+00 1.050583e-06 4.034320e-02 displacement 7.632707e+00 1.291348e-05 7.571620e-06 12 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.008337e+01 4.539517e-07 0.000000e+00 energy 4.034320e+00 2.565262e-07 4.034320e-02 displacement 7.632707e+00 1.765626e-06 7.573541e-06 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010885 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 5.146888e+01 7.257470e-03 0.000000e+00 energy 4.159075e+00 4.543176e-03 4.159075e-02 displacement 7.948615e+00 7.948615e+00 7.948615e-06 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 5.744213e-03 0.000000e+00 energy 4.159075e+00 3.609297e-03 4.159075e-02 displacement 7.948615e+00 7.234820e-02 8.660946e-06 3 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 8.750661e-04 0.000000e+00 energy 4.159075e+00 8.784180e-04 4.159075e-02 displacement 7.948615e+00 2.086380e-02 8.178440e-06 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.345835 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 3.918958e-04 0.000000e+00 energy 4.159075e+00 2.889006e-04 4.159075e-02 displacement 7.948615e+00 6.170070e-03 7.913555e-06 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.368420 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 1.462572e-04 0.000000e+00 energy 4.159075e+00 8.016100e-05 4.159075e-02 displacement 7.948615e+00 1.390074e-03 7.803361e-06 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.256971 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 5.763324e-05 0.000000e+00 energy 4.159075e+00 1.768378e-05 4.159075e-02 displacement 7.948615e+00 4.533372e-04 7.743985e-06 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.613251 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 1.403297e-05 0.000000e+00 energy 4.159075e+00 2.228900e-06 4.159075e-02 displacement 7.948615e+00 4.429853e-05 7.730541e-06 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.212793 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 1.222380e-05 0.000000e+00 energy 4.159075e+00 1.137469e-06 4.159075e-02 displacement 7.948615e+00 1.372241e-05 7.723370e-06 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 4.800539e-06 0.000000e+00 energy 4.159075e+00 1.517927e-06 4.159075e-02 displacement 7.948615e+00 1.940139e-05 7.724611e-06 10 Nonlinear solution status: time= 1.72 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 1.598899e-06 0.000000e+00 energy 4.159075e+00 9.564968e-07 4.159075e-02 displacement 7.948615e+00 8.285474e-06 7.715742e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010939 11 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.146888e+01 5.136495e-09 0.000000e+00 energy 4.159075e+00 5.009712e-09 4.159075e-02 displacement 7.948615e+00 1.517453e-06 7.717684e-06 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010939 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 5.400943e+01 6.759760e-03 0.000000e+00 energy 4.332552e+00 1.398614e-03 4.332552e-02 displacement 8.326356e+00 8.326356e+00 8.326356e-06 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.400943e+01 1.645685e-03 0.000000e+00 energy 4.332552e+00 2.359525e-04 4.332552e-02 displacement 8.326356e+00 1.354126e-02 8.271437e-06 3 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.400943e+01 4.393144e-04 0.000000e+00 energy 4.332552e+00 2.268180e-05 4.332552e-02 displacement 8.326356e+00 5.811111e-03 8.060259e-06 4 Nonlinear solution status: time= 1.73 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.400943e+01 3.340904e-05 0.000000e+00 energy 4.332552e+00 1.630536e-05 4.332552e-02 displacement 8.326356e+00 6.973428e-04 8.043605e-06 5 Nonlinear solution status: time= 1.73 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.400943e+01 1.658686e-05 0.000000e+00 energy 4.332552e+00 8.050121e-06 4.332552e-02 displacement 8.326356e+00 6.640978e-05 8.048398e-06 6 Nonlinear solution status: time= 1.73 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.400943e+01 3.925858e-06 0.000000e+00 energy 4.332552e+00 1.547154e-06 4.332552e-02 displacement 8.326356e+00 1.851248e-05 8.057586e-06 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.400943e+01 3.113120e-06 0.000000e+00 energy 4.332552e+00 6.698579e-07 4.332552e-02 displacement 8.326356e+00 8.283536e-06 8.058862e-06 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 5.400943e+01 5.592493e-07 0.000000e+00 energy 4.332552e+00 2.902602e-07 4.332552e-02 displacement 8.326356e+00 2.757073e-06 8.056306e-06 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 66 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010939 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 5.307263e+01 1.056916e-02 0.000000e+00 energy 4.335649e+00 1.870834e-04 4.335649e-02 displacement 8.397379e+00 8.397379e+00 8.397379e-06 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 5.249574e-03 0.000000e+00 energy 4.335649e+00 2.941827e-03 4.335649e-02 displacement 8.397379e+00 3.337045e-02 8.449359e-06 3 Nonlinear solution status: time= 1.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 9.815902e-04 0.000000e+00 energy 4.335649e+00 7.165869e-04 4.335649e-02 displacement 8.397379e+00 7.585361e-03 8.208787e-06 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.457439 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 2.576893e-04 0.000000e+00 energy 4.335649e+00 1.955683e-04 4.335649e-02 displacement 8.397379e+00 2.111612e-03 8.092269e-06 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.392893 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 1.145816e-04 0.000000e+00 energy 4.335649e+00 2.877434e-05 4.335649e-02 displacement 8.397379e+00 3.566431e-04 8.063165e-06 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.161268 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 4.756730e-05 0.000000e+00 energy 4.335649e+00 5.311526e-06 4.335649e-02 displacement 8.397379e+00 5.871301e-05 8.066287e-06 7 Nonlinear solution status: time= 1.74 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.580729 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 1.120446e-05 0.000000e+00 energy 4.335649e+00 1.853365e-06 4.335649e-02 displacement 8.397379e+00 1.811575e-05 8.060510e-06 8 Nonlinear solution status: time= 1.74 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.560208 convergence norms : INITIAL CURRENT REQUIRED residual 5.307263e+01 4.809306e-06 0.000000e+00 energy 4.335649e+00 7.395958e-07 4.335649e-02 displacement 8.397379e+00 5.390984e-06 8.066390e-06 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 006LL_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 67 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010939 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 5.736947e+01 9.341865e-03 0.000000e+00 energy 4.575222e+00 4.977478e-03 4.575222e-02 displacement 8.580046e+00 8.580046e+00 8.580046e-06 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.736947e+01 9.195562e-04 0.000000e+00 energy 4.575222e+00 8.268916e-05 4.575222e-02 displacement 8.580046e+00 1.396575e-02 8.384643e-06 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.736947e+01 9.759630e-04 0.000000e+00 energy 4.575222e+00 3.028556e-04 4.575222e-02 displacement 8.580046e+00 5.402339e-03 8.186220e-06 4 Nonlinear solution status: time= 1.75 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.736947e+01 1.160558e-04 0.000000e+00 energy 4.575222e+00 5.929760e-05 4.575222e-02 displacement 8.580046e+00 1.604051e-03 8.190367e-06 5 Nonlinear solution status: time= 1.75 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.736947e+01 9.890507e-06 0.000000e+00 energy 4.575222e+00 3.226117e-06 4.575222e-02 displacement 8.580046e+00 4.048174e-04 8.204994e-06 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.736947e+01 3.630768e-06 0.000000e+00 energy 4.575222e+00 1.052124e-06 4.575222e-02 displacement 8.580046e+00 4.322690e-05 8.200066e-06 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.736947e+01 7.978253e-07 0.000000e+00 energy 4.575222e+00 7.552819e-08 4.575222e-02 displacement 8.580046e+00 3.962369e-06 8.200475e-06 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 68 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32010993 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 5.855536e+01 2.604390e-02 0.000000e+00 energy 4.649009e+00 5.207570e-03 4.649009e-02 displacement 8.623020e+00 8.623020e+00 8.623020e-06 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.602742 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 3.121720e-02 0.000000e+00 energy 4.649009e+00 1.426138e-02 4.649009e-02 displacement 8.623020e+00 3.349386e-01 1.008358e-05 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 2.227307e-03 0.000000e+00 energy 4.649009e+00 3.223880e-03 4.649009e-02 displacement 8.623020e+00 5.310886e-02 9.255393e-06 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.473370 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 7.892038e-04 0.000000e+00 energy 4.649009e+00 1.171681e-03 4.649009e-02 displacement 8.623020e+00 3.293227e-02 8.741191e-06 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.277987 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 5.193953e-04 0.000000e+00 energy 4.649009e+00 2.608382e-04 4.649009e-02 displacement 8.623020e+00 7.008601e-03 8.527936e-06 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.249411 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 1.742047e-04 0.000000e+00 energy 4.649009e+00 1.488740e-04 4.649009e-02 displacement 8.623020e+00 1.852881e-03 8.436528e-06 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.149128 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 8.627232e-05 0.000000e+00 energy 4.649009e+00 1.991020e-05 4.649009e-02 displacement 8.623020e+00 1.515300e-04 8.410466e-06 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 5.518485e-05 0.000000e+00 energy 4.649009e+00 1.393576e-05 4.649009e-02 displacement 8.623020e+00 1.966159e-04 8.426895e-06 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.564693 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 1.926523e-05 0.000000e+00 energy 4.649009e+00 3.636589e-06 4.649009e-02 displacement 8.623020e+00 5.308468e-05 8.432854e-06 10 Nonlinear solution status: time= 1.76 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 4.178777e-06 0.000000e+00 energy 4.649009e+00 2.039361e-06 4.649009e-02 displacement 8.623020e+00 3.861063e-05 8.421401e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011119 11 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.855536e+01 5.059541e-08 0.000000e+00 energy 4.649009e+00 5.310417e-08 4.649009e-02 displacement 8.623020e+00 2.625424e-06 8.422441e-06 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011119 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 6.429533e+01 7.246149e-03 0.000000e+00 energy 4.994097e+00 1.228045e-02 4.994097e-02 displacement 9.005882e+00 9.005882e+00 9.005882e-06 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.429533e+01 2.118670e-04 0.000000e+00 energy 4.994097e+00 1.633348e-04 4.994097e-02 displacement 9.005882e+00 7.572560e-03 8.793497e-06 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.429533e+01 4.864450e-04 0.000000e+00 energy 4.994097e+00 2.428656e-05 4.994097e-02 displacement 9.005882e+00 2.260357e-03 8.661585e-06 4 Nonlinear solution status: time= 1.77 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.429533e+01 3.499934e-04 0.000000e+00 energy 4.994097e+00 7.124213e-06 4.994097e-02 displacement 9.005882e+00 2.718867e-03 8.531464e-06 5 Nonlinear solution status: time= 1.77 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.429533e+01 5.645680e-05 0.000000e+00 energy 4.994097e+00 4.554061e-06 4.994097e-02 displacement 9.005882e+00 1.859035e-04 8.520326e-06 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 6.429533e+01 4.263085e-05 0.000000e+00 energy 4.994097e+00 1.852532e-05 4.994097e-02 displacement 9.005882e+00 9.769810e-04 8.605701e-06 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 6.429533e+01 3.550680e-06 0.000000e+00 energy 4.994097e+00 2.134785e-06 4.994097e-02 displacement 9.005882e+00 6.937621e-05 8.585631e-06 8 Nonlinear solution status: time= 1.77 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.605971 convergence norms : INITIAL CURRENT REQUIRED residual 6.429533e+01 6.766941e-07 0.000000e+00 energy 4.994097e+00 7.237032e-08 4.994097e-02 displacement 9.005882e+00 7.942644e-06 8.577414e-06 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011119 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 6.361320e+01 8.849950e-03 0.000000e+00 energy 4.996227e+00 1.139336e-02 4.996227e-02 displacement 9.031380e+00 9.031380e+00 9.031380e-06 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 1.154262e-03 0.000000e+00 energy 4.996227e+00 6.704908e-04 4.996227e-02 displacement 9.031380e+00 1.231600e-02 9.002112e-06 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 4.339895e-04 0.000000e+00 energy 4.996227e+00 2.080431e-04 4.996227e-02 displacement 9.031380e+00 5.333606e-03 8.743604e-06 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.471023 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 8.520308e-05 0.000000e+00 energy 4.996227e+00 2.838110e-05 4.996227e-02 displacement 9.031380e+00 8.516382e-04 8.652925e-06 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 6.706274e-06 0.000000e+00 energy 4.996227e+00 3.387672e-06 4.996227e-02 displacement 9.031380e+00 1.243058e-04 8.651759e-06 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 1.970828e-06 0.000000e+00 energy 4.996227e+00 1.001799e-07 4.996227e-02 displacement 9.031380e+00 4.706154e-05 8.638843e-06 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 1.548899e-06 0.000000e+00 energy 4.996227e+00 6.603452e-07 4.996227e-02 displacement 9.031380e+00 2.971143e-05 8.627730e-06 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.361320e+01 5.637119e-08 0.000000e+00 energy 4.996227e+00 7.786692e-09 4.996227e-02 displacement 9.031380e+00 1.296254e-06 8.630519e-06 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011173 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 6.519313e+01 8.861520e-03 0.000000e+00 energy 5.077080e+00 6.003637e-03 5.077080e-02 displacement 9.132301e+00 9.132301e+00 9.132301e-06 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 8.995847e-03 0.000000e+00 energy 5.077080e+00 6.387333e-03 5.077080e-02 displacement 9.132301e+00 1.020047e-01 9.794137e-06 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 8.413264e-04 0.000000e+00 energy 5.077080e+00 1.572189e-03 5.077080e-02 displacement 9.132301e+00 2.546456e-02 9.239856e-06 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.553990 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 1.595779e-04 0.000000e+00 energy 5.077080e+00 3.692085e-04 5.077080e-02 displacement 9.132301e+00 9.182743e-03 8.925812e-06 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.343406 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 9.734184e-05 0.000000e+00 energy 5.077080e+00 6.539018e-05 5.077080e-02 displacement 9.132301e+00 7.626186e-04 8.871438e-06 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.258549 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 3.617587e-05 0.000000e+00 energy 5.077080e+00 1.564345e-05 5.077080e-02 displacement 9.132301e+00 4.672670e-04 8.803820e-06 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.169334 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 2.020198e-05 0.000000e+00 energy 5.077080e+00 2.944590e-06 5.077080e-02 displacement 9.132301e+00 1.109306e-05 8.797113e-06 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 7.093719e-06 0.000000e+00 energy 5.077080e+00 2.855802e-06 5.077080e-02 displacement 9.132301e+00 3.445858e-05 8.796344e-06 9 Nonlinear solution status: time= 1.79 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 8.441736e-06 0.000000e+00 energy 5.077080e+00 1.954201e-06 5.077080e-02 displacement 9.132301e+00 2.586500e-05 8.792566e-06 10 Nonlinear solution status: time= 1.79 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.519313e+01 6.591549e-07 0.000000e+00 energy 5.077080e+00 2.990446e-07 5.077080e-02 displacement 9.132301e+00 5.697165e-06 8.788622e-06 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011227 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 6.965501e+01 6.852812e-03 0.000000e+00 energy 5.335758e+00 1.130259e-02 5.335758e-02 displacement 9.471834e+00 9.471834e+00 9.471834e-06 2 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.965501e+01 2.178897e-04 0.000000e+00 energy 5.335758e+00 1.657238e-04 5.335758e-02 displacement 9.471834e+00 7.060665e-03 9.247442e-06 3 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.965501e+01 3.425393e-05 0.000000e+00 energy 5.335758e+00 1.021907e-07 5.335758e-02 displacement 9.471834e+00 2.805929e-03 9.084243e-06 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.965501e+01 9.844224e-06 0.000000e+00 energy 5.335758e+00 1.977571e-06 5.335758e-02 displacement 9.471834e+00 1.862138e-04 9.066092e-06 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.965501e+01 6.239671e-07 0.000000e+00 energy 5.335758e+00 1.386102e-07 5.335758e-02 displacement 9.471834e+00 1.657822e-05 9.066914e-06 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.965501e+01 3.055556e-08 0.000000e+00 energy 5.335758e+00 9.371908e-09 5.335758e-02 displacement 9.471834e+00 2.658152e-06 9.065430e-06 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011245 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 7.142635e+01 7.498275e-03 0.000000e+00 energy 5.432932e+00 8.897866e-03 5.432932e-02 displacement 9.534580e+00 9.534580e+00 9.534580e-06 2 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 7.470781e-04 0.000000e+00 energy 5.432932e+00 3.532344e-04 5.432932e-02 displacement 9.534580e+00 1.426020e-02 9.343266e-06 3 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 2.586852e-04 0.000000e+00 energy 5.432932e+00 1.483744e-05 5.432932e-02 displacement 9.534580e+00 3.790904e-03 9.137089e-06 4 Nonlinear solution status: time= 1.81 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 2.185619e-05 0.000000e+00 energy 5.432932e+00 5.388665e-06 5.432932e-02 displacement 9.534580e+00 2.767316e-04 9.107455e-06 5 Nonlinear solution status: time= 1.81 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 2.330277e-05 0.000000e+00 energy 5.432932e+00 4.544772e-06 5.432932e-02 displacement 9.534580e+00 1.034612e-04 9.109508e-06 6 Nonlinear solution status: time= 1.81 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 2.480808e-06 0.000000e+00 energy 5.432932e+00 1.457209e-06 5.432932e-02 displacement 9.534580e+00 2.389741e-05 9.102520e-06 7 Nonlinear solution status: time= 1.81 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 1.053165e-07 0.000000e+00 energy 5.432932e+00 3.284604e-08 5.432932e-02 displacement 9.534580e+00 1.232019e-05 9.097419e-06 8 Nonlinear solution status: time= 1.81 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.142635e+01 1.084810e-08 0.000000e+00 energy 5.432932e+00 7.621135e-09 5.432932e-02 displacement 9.534580e+00 4.699344e-07 9.097945e-06 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011245 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 7.098852e+01 1.070085e-02 0.000000e+00 energy 5.435877e+00 4.285927e-03 5.435877e-02 displacement 9.579139e+00 9.579139e+00 9.579139e-06 2 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 4.702214e-03 0.000000e+00 energy 5.435877e+00 3.009032e-03 5.435877e-02 displacement 9.579139e+00 4.763919e-02 1.010156e-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 7.098852e+01 6.760476e-04 0.000000e+00 energy 5.435877e+00 7.149008e-04 5.435877e-02 displacement 9.579139e+00 1.436895e-02 9.599300e-06 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.481082 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 3.036586e-04 0.000000e+00 energy 5.435877e+00 1.892642e-04 5.435877e-02 displacement 9.579139e+00 3.507384e-03 9.379855e-06 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.304207 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 5.613564e-05 0.000000e+00 energy 5.435877e+00 7.880189e-06 5.435877e-02 displacement 9.579139e+00 4.909147e-04 9.311123e-06 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.449207 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 4.580736e-05 0.000000e+00 energy 5.435877e+00 6.045974e-06 5.435877e-02 displacement 9.579139e+00 1.461029e-04 9.286213e-06 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 4.612934e-05 0.000000e+00 energy 5.435877e+00 1.406504e-05 5.435877e-02 displacement 9.579139e+00 1.628033e-04 9.290918e-06 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 9.072108e-06 0.000000e+00 energy 5.435877e+00 1.837543e-06 5.435877e-02 displacement 9.579139e+00 3.082910e-05 9.291431e-06 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.539222 convergence norms : INITIAL CURRENT REQUIRED residual 7.098852e+01 1.808888e-06 0.000000e+00 energy 5.435877e+00 6.371808e-07 5.435877e-02 displacement 9.579139e+00 8.084372e-06 9.286354e-06 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011353 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 7.201104e+01 1.056863e-02 0.000000e+00 energy 5.603028e+00 1.813411e-04 5.603028e-02 displacement 9.844232e+00 9.844232e+00 9.844232e-06 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 4.387708e-03 0.000000e+00 energy 5.603028e+00 2.267051e-03 5.603028e-02 displacement 9.844232e+00 3.684536e-02 9.860261e-06 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 8.768778e-04 0.000000e+00 energy 5.603028e+00 5.889574e-04 5.603028e-02 displacement 9.844232e+00 5.777775e-03 9.607753e-06 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.432450 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 1.187524e-04 0.000000e+00 energy 5.603028e+00 1.129793e-04 5.603028e-02 displacement 9.844232e+00 1.432621e-03 9.491243e-06 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.486144 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 7.121762e-05 0.000000e+00 energy 5.603028e+00 1.668984e-05 5.603028e-02 displacement 9.844232e+00 1.198990e-04 9.465996e-06 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 3.740592e-05 0.000000e+00 energy 5.603028e+00 4.414010e-06 5.603028e-02 displacement 9.844232e+00 1.400914e-04 9.462560e-06 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.605592 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 1.988309e-05 0.000000e+00 energy 5.603028e+00 1.903330e-06 5.603028e-02 displacement 9.844232e+00 5.439306e-05 9.450837e-06 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.201104e+01 2.002733e-06 0.000000e+00 energy 5.603028e+00 8.794997e-07 5.603028e-02 displacement 9.844232e+00 1.570577e-05 9.445238e-06 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 7.201104e+01 9.887855e-08 0.000000e+00 energy 5.603028e+00 1.123773e-08 5.603028e-02 displacement 9.844232e+00 5.553064e-06 9.442891e-06 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011407 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 7.461503e+01 7.372817e-03 0.000000e+00 energy 5.760320e+00 2.992868e-03 5.760320e-02 displacement 9.960632e+00 9.960632e+00 9.960632e-06 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.461503e+01 4.338586e-04 0.000000e+00 energy 5.760320e+00 9.804381e-05 5.760320e-02 displacement 9.960632e+00 9.404136e-03 9.790914e-06 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.461503e+01 1.420804e-04 0.000000e+00 energy 5.760320e+00 2.265672e-05 5.760320e-02 displacement 9.960632e+00 4.030590e-03 9.579989e-06 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 7.461503e+01 4.020311e-05 0.000000e+00 energy 5.760320e+00 1.064995e-05 5.760320e-02 displacement 9.960632e+00 4.171567e-04 9.548849e-06 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 7.461503e+01 3.600663e-05 0.000000e+00 energy 5.760320e+00 1.640411e-06 5.760320e-02 displacement 9.960632e+00 5.585067e-05 9.540556e-06 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 7.461503e+01 5.701798e-05 0.000000e+00 energy 5.760320e+00 7.739496e-06 5.760320e-02 displacement 9.960632e+00 2.893928e-04 9.520233e-06 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 7.461503e+01 6.941711e-06 0.000000e+00 energy 5.760320e+00 1.361590e-06 5.760320e-02 displacement 9.960632e+00 2.170176e-05 9.525164e-06 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 7.461503e+01 1.014960e-06 0.000000e+00 energy 5.760320e+00 2.657079e-07 5.760320e-02 displacement 9.960632e+00 3.372249e-06 9.525891e-06 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011407 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 7.304969e+01 8.356859e-03 0.000000e+00 energy 5.705773e+00 2.796285e-03 5.705773e-02 displacement 1.000924e+01 1.000924e+01 1.000924e-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 7.304969e+01 2.191646e-03 0.000000e+00 energy 5.705773e+00 1.857456e-03 5.705773e-02 displacement 1.000924e+01 2.354852e-02 1.006221e-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 7.304969e+01 4.109460e-04 0.000000e+00 energy 5.705773e+00 4.358041e-04 5.705773e-02 displacement 1.000924e+01 8.668085e-03 9.801433e-06 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.542954 convergence norms : INITIAL CURRENT REQUIRED residual 7.304969e+01 1.145365e-04 0.000000e+00 energy 5.705773e+00 9.207751e-05 5.705773e-02 displacement 1.000924e+01 2.591367e-03 9.657427e-06 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.399741 convergence norms : INITIAL CURRENT REQUIRED residual 7.304969e+01 3.520134e-05 0.000000e+00 energy 5.705773e+00 1.474402e-05 5.705773e-02 displacement 1.000924e+01 4.106698e-04 9.610703e-06 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.304969e+01 2.178078e-05 0.000000e+00 energy 5.705773e+00 8.000747e-06 5.705773e-02 displacement 1.000924e+01 8.104773e-05 9.594894e-06 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.304969e+01 2.921488e-06 0.000000e+00 energy 5.705773e+00 7.072387e-07 5.705773e-02 displacement 1.000924e+01 1.812227e-05 9.594111e-06 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.599212 convergence norms : INITIAL CURRENT REQUIRED residual 7.304969e+01 5.151661e-07 0.000000e+00 energy 5.705773e+00 2.583834e-07 5.705773e-02 displacement 1.000924e+01 7.132314e-06 9.587078e-06 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011407 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 7.497707e+01 7.332147e-03 0.000000e+00 energy 5.823836e+00 5.568701e-03 5.823836e-02 displacement 1.013261e+01 1.013261e+01 1.013261e-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 7.497707e+01 5.813424e-04 0.000000e+00 energy 5.823836e+00 1.665483e-04 5.823836e-02 displacement 1.013261e+01 1.243616e-02 9.856264e-06 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.497707e+01 1.951913e-04 0.000000e+00 energy 5.823836e+00 3.895599e-06 5.823836e-02 displacement 1.013261e+01 4.021664e-03 9.680998e-06 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.497707e+01 1.946974e-05 0.000000e+00 energy 5.823836e+00 1.061334e-06 5.823836e-02 displacement 1.013261e+01 4.801058e-04 9.637536e-06 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.497707e+01 7.909949e-06 0.000000e+00 energy 5.823836e+00 1.060048e-06 5.823836e-02 displacement 1.013261e+01 6.679378e-05 9.628496e-06 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.497707e+01 1.309886e-06 0.000000e+00 energy 5.823836e+00 1.518648e-07 5.823836e-02 displacement 1.013261e+01 9.170784e-06 9.627681e-06 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011407 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 7.676006e+01 8.862025e-03 0.000000e+00 energy 5.901027e+00 1.975724e-03 5.901027e-02 displacement 1.019272e+01 1.019272e+01 1.019272e-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 7.676006e+01 2.513649e-03 0.000000e+00 energy 5.901027e+00 4.401248e-04 5.901027e-02 displacement 1.019272e+01 1.256328e-02 1.008764e-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 7.676006e+01 6.577535e-04 0.000000e+00 energy 5.901027e+00 1.000824e-04 5.901027e-02 displacement 1.019272e+01 4.798054e-03 9.851125e-06 4 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.555383 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 3.368875e-04 0.000000e+00 energy 5.901027e+00 2.747411e-05 5.901027e-02 displacement 1.019272e+01 6.583128e-04 9.796169e-06 5 Nonlinear solution status: time= 1.87 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 1.172969e-04 0.000000e+00 energy 5.901027e+00 1.513181e-05 5.901027e-02 displacement 1.019272e+01 6.483258e-04 9.755423e-06 6 Nonlinear solution status: time= 1.87 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 7.273872e-05 0.000000e+00 energy 5.901027e+00 1.139473e-05 5.901027e-02 displacement 1.019272e+01 3.575607e-04 9.742845e-06 7 Nonlinear solution status: time= 1.87 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 1.963967e-05 0.000000e+00 energy 5.901027e+00 7.442877e-07 5.901027e-02 displacement 1.019272e+01 1.631322e-04 9.722435e-06 8 Nonlinear solution status: time= 1.87 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 1.304358e-05 0.000000e+00 energy 5.901027e+00 2.895009e-06 5.901027e-02 displacement 1.019272e+01 1.442483e-04 9.702167e-06 9 Nonlinear solution status: time= 1.87 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 4.407979e-06 0.000000e+00 energy 5.901027e+00 9.984741e-07 5.901027e-02 displacement 1.019272e+01 3.312029e-05 9.689534e-06 10 Nonlinear solution status: time= 1.87 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.676006e+01 1.752575e-06 0.000000e+00 energy 5.901027e+00 7.355586e-07 5.901027e-02 displacement 1.019272e+01 6.284330e-06 9.698262e-06 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011443 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 8.290349e+01 8.405874e-03 0.000000e+00 energy 6.182054e+00 5.847489e-04 6.182054e-02 displacement 1.031809e+01 1.031809e+01 1.031809e-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 8.290349e+01 1.499268e-03 0.000000e+00 energy 6.182054e+00 1.503821e-04 6.182054e-02 displacement 1.031809e+01 1.827207e-02 1.019840e-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 8.290349e+01 1.534150e-03 0.000000e+00 energy 6.182054e+00 6.520293e-05 6.182054e-02 displacement 1.031809e+01 1.039926e-02 9.892095e-06 4 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 7.193807e-04 0.000000e+00 energy 6.182054e+00 8.377105e-05 6.182054e-02 displacement 1.031809e+01 3.286164e-03 9.741873e-06 5 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 7.130043e-04 0.000000e+00 energy 6.182054e+00 1.092054e-04 6.182054e-02 displacement 1.031809e+01 1.719853e-03 9.704921e-06 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 9.986929e-05 0.000000e+00 energy 6.182054e+00 1.153066e-05 6.182054e-02 displacement 1.031809e+01 3.620860e-04 9.721303e-06 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 8.290349e+01 8.582680e-05 0.000000e+00 energy 6.182054e+00 2.358546e-05 6.182054e-02 displacement 1.031809e+01 5.679697e-04 9.674302e-06 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 1.331495e-05 0.000000e+00 energy 6.182054e+00 1.409231e-06 6.182054e-02 displacement 1.031809e+01 1.290528e-04 9.659159e-06 9 Nonlinear solution status: time= 1.88 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 9.588834e-06 0.000000e+00 energy 6.182054e+00 1.654221e-06 6.182054e-02 displacement 1.031809e+01 4.386905e-05 9.656433e-06 10 Nonlinear solution status: time= 1.88 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 3.969179e-07 0.000000e+00 energy 6.182054e+00 2.149923e-07 6.182054e-02 displacement 1.031809e+01 1.386428e-05 9.651212e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011515 11 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.290349e+01 4.941838e-08 0.000000e+00 energy 6.182054e+00 4.243313e-08 6.182054e-02 displacement 1.031809e+01 1.346444e-06 9.649787e-06 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011515 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 8.539242e+01 9.221250e-03 0.000000e+00 energy 6.368568e+00 1.690172e-03 6.368568e-02 displacement 1.042306e+01 1.042306e+01 1.042306e-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 8.539242e+01 8.668121e-04 0.000000e+00 energy 6.368568e+00 1.901318e-04 6.368568e-02 displacement 1.042306e+01 1.695915e-02 1.022094e-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 8.539242e+01 1.168249e-03 0.000000e+00 energy 6.368568e+00 1.620263e-04 6.368568e-02 displacement 1.042306e+01 1.660394e-02 9.886538e-06 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 8.539242e+01 2.226629e-04 0.000000e+00 energy 6.368568e+00 1.386577e-05 6.368568e-02 displacement 1.042306e+01 1.098357e-03 9.830296e-06 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 8.539242e+01 1.035834e-04 0.000000e+00 energy 6.368568e+00 1.738113e-07 6.368568e-02 displacement 1.042306e+01 1.076827e-03 9.800343e-06 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 8.539242e+01 1.461021e-04 0.000000e+00 energy 6.368568e+00 1.841708e-05 6.368568e-02 displacement 1.042306e+01 2.559668e-03 9.695054e-06 7 Nonlinear solution status: time= 1.89 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.539242e+01 1.670786e-04 0.000000e+00 energy 6.368568e+00 2.643057e-05 6.368568e-02 displacement 1.042306e+01 1.020959e-03 9.652318e-06 8 Nonlinear solution status: time= 1.89 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.539242e+01 8.701213e-05 0.000000e+00 energy 6.368568e+00 2.871563e-05 6.368568e-02 displacement 1.042306e+01 1.294607e-04 9.664523e-06 9 Nonlinear solution status: time= 1.89 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.539242e+01 1.430865e-05 0.000000e+00 energy 6.368568e+00 5.205592e-06 6.368568e-02 displacement 1.042306e+01 3.984493e-04 9.680579e-06 10 Nonlinear solution status: time= 1.89 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.539242e+01 3.646272e-06 0.000000e+00 energy 6.368568e+00 1.021986e-06 6.368568e-02 displacement 1.042306e+01 6.442343e-05 9.672771e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011515 11 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.539242e+01 2.080245e-07 0.000000e+00 energy 6.368568e+00 5.100789e-08 6.368568e-02 displacement 1.042306e+01 5.659277e-06 9.674070e-06 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011515 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 8.870148e+01 1.059240e-02 0.000000e+00 energy 6.584494e+00 1.929290e-03 6.584494e-02 displacement 1.054740e+01 1.054740e+01 1.054740e-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 8.870148e+01 8.519081e-04 0.000000e+00 energy 6.584494e+00 2.833699e-04 6.584494e-02 displacement 1.054740e+01 2.027622e-02 1.027043e-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 8.870148e+01 8.052364e-04 0.000000e+00 energy 6.584494e+00 1.092164e-04 6.584494e-02 displacement 1.054740e+01 1.478297e-02 9.949706e-06 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 8.870148e+01 1.694618e-04 0.000000e+00 energy 6.584494e+00 1.596372e-05 6.584494e-02 displacement 1.054740e+01 2.398915e-03 9.887885e-06 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 8.870148e+01 1.122900e-04 0.000000e+00 energy 6.584494e+00 2.328060e-05 6.584494e-02 displacement 1.054740e+01 4.061399e-03 9.792292e-06 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 8.870148e+01 9.380566e-05 0.000000e+00 energy 6.584494e+00 6.068581e-07 6.584494e-02 displacement 1.054740e+01 4.371458e-03 9.699529e-06 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 8.870148e+01 7.279736e-06 0.000000e+00 energy 6.584494e+00 1.515863e-06 6.584494e-02 displacement 1.054740e+01 2.030065e-04 9.692367e-06 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.870148e+01 1.018626e-06 0.000000e+00 energy 6.584494e+00 2.632824e-08 6.584494e-02 displacement 1.054740e+01 4.363027e-05 9.703938e-06 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.870148e+01 1.470455e-07 0.000000e+00 energy 6.584494e+00 2.491624e-08 6.584494e-02 displacement 1.054740e+01 1.517551e-06 9.705515e-06 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011515 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 8.820318e+01 1.012329e-02 0.000000e+00 energy 6.577645e+00 7.730241e-03 6.577645e-02 displacement 1.057801e+01 1.057801e+01 1.057801e-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 8.820318e+01 1.446708e-03 0.000000e+00 energy 6.577645e+00 3.897710e-04 6.577645e-02 displacement 1.057801e+01 2.361637e-02 1.030116e-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 8.820318e+01 8.051976e-04 0.000000e+00 energy 6.577645e+00 1.062533e-04 6.577645e-02 displacement 1.057801e+01 1.817193e-02 9.910061e-06 4 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.820318e+01 1.999800e-04 0.000000e+00 energy 6.577645e+00 6.072426e-05 6.577645e-02 displacement 1.057801e+01 6.573035e-03 9.853090e-06 5 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.820318e+01 5.456923e-05 0.000000e+00 energy 6.577645e+00 1.857577e-05 6.577645e-02 displacement 1.057801e+01 2.048733e-04 9.864275e-06 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.535970 convergence norms : INITIAL CURRENT REQUIRED residual 8.820318e+01 9.725450e-06 0.000000e+00 energy 6.577645e+00 5.988172e-06 6.577645e-02 displacement 1.057801e+01 1.219588e-04 9.848970e-06 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.488531 convergence norms : INITIAL CURRENT REQUIRED residual 8.820318e+01 7.597420e-06 0.000000e+00 energy 6.577645e+00 1.182304e-06 6.577645e-02 displacement 1.057801e+01 1.148367e-05 9.841221e-06 8 Nonlinear solution status: time= 1.91 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.820318e+01 4.215226e-07 0.000000e+00 energy 6.577645e+00 4.208148e-08 6.577645e-02 displacement 1.057801e+01 1.017080e-05 9.837201e-06 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.820318e+01 1.441819e-07 0.000000e+00 energy 6.577645e+00 2.827077e-09 6.577645e-02 displacement 1.057801e+01 6.392044e-07 9.838522e-06 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011533 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 9.069671e+01 1.116733e-02 0.000000e+00 energy 6.673068e+00 1.358624e-02 6.673068e-02 displacement 1.070285e+01 1.070285e+01 1.070285e-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 9.069671e+01 1.437204e-03 0.000000e+00 energy 6.673068e+00 5.486387e-04 6.673068e-02 displacement 1.070285e+01 2.629333e-02 1.045462e-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 9.069671e+01 5.463526e-04 0.000000e+00 energy 6.673068e+00 3.301727e-05 6.673068e-02 displacement 1.070285e+01 2.285211e-02 1.023393e-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 9.069671e+01 1.202314e-04 0.000000e+00 energy 6.673068e+00 2.283452e-05 6.673068e-02 displacement 1.070285e+01 4.026822e-03 1.022725e-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 9.069671e+01 2.635286e-05 0.000000e+00 energy 6.673068e+00 1.864993e-06 6.673068e-02 displacement 1.070285e+01 2.537306e-04 1.026282e-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 9.069671e+01 1.804768e-05 0.000000e+00 energy 6.673068e+00 5.488738e-06 6.673068e-02 displacement 1.070285e+01 3.110447e-04 1.028674e-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 9.069671e+01 2.088013e-06 0.000000e+00 energy 6.673068e+00 5.533711e-07 6.673068e-02 displacement 1.070285e+01 1.773419e-05 1.028421e-05 8 Nonlinear solution status: time= 1.92 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.069671e+01 8.011659e-07 0.000000e+00 energy 6.673068e+00 3.102128e-07 6.673068e-02 displacement 1.070285e+01 1.293980e-05 1.027969e-05 9 Nonlinear solution status: time= 1.92 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.069671e+01 1.465877e-07 0.000000e+00 energy 6.673068e+00 6.686194e-08 6.673068e-02 displacement 1.070285e+01 1.501576e-06 1.028069e-05 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011569 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 9.335577e+01 1.241324e-02 0.000000e+00 energy 6.795896e+00 1.727468e-02 6.795896e-02 displacement 1.075105e+01 1.075105e+01 1.075105e-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 9.335577e+01 2.481329e-03 0.000000e+00 energy 6.795896e+00 8.242704e-04 6.795896e-02 displacement 1.075105e+01 3.730213e-02 1.045289e-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 9.335577e+01 3.042521e-04 0.000000e+00 energy 6.795896e+00 1.271164e-04 6.795896e-02 displacement 1.075105e+01 3.738824e-02 1.021645e-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 9.335577e+01 9.862807e-05 0.000000e+00 energy 6.795896e+00 4.495810e-06 6.795896e-02 displacement 1.075105e+01 4.449715e-03 1.017871e-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 9.335577e+01 5.608523e-05 0.000000e+00 energy 6.795896e+00 6.805699e-06 6.795896e-02 displacement 1.075105e+01 1.410420e-03 1.017203e-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 9.335577e+01 1.607572e-05 0.000000e+00 energy 6.795896e+00 1.457428e-06 6.795896e-02 displacement 1.075105e+01 5.138052e-05 1.016685e-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 9.335577e+01 3.901110e-05 0.000000e+00 energy 6.795896e+00 3.364079e-06 6.795896e-02 displacement 1.075105e+01 1.096690e-04 1.017358e-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 9.335577e+01 6.026709e-06 0.000000e+00 energy 6.795896e+00 1.222464e-06 6.795896e-02 displacement 1.075105e+01 9.410635e-06 1.017296e-05 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011623 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 9.524954e+01 1.668674e-02 0.000000e+00 energy 6.832217e+00 2.195274e-03 6.832217e-02 displacement 1.081649e+01 1.081649e+01 1.081649e-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 9.524954e+01 1.043597e-02 0.000000e+00 energy 6.832217e+00 8.822118e-04 6.832217e-02 displacement 1.081649e+01 4.824644e-02 1.089403e-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 9.524954e+01 2.883014e-03 0.000000e+00 energy 6.832217e+00 4.277939e-04 6.832217e-02 displacement 1.081649e+01 2.264589e-02 1.047669e-05 4 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.577337 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 1.009260e-03 0.000000e+00 energy 6.832217e+00 3.741100e-05 6.832217e-02 displacement 1.081649e+01 3.346217e-03 1.029073e-05 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.503332 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 1.836616e-04 0.000000e+00 energy 6.832217e+00 1.750484e-05 6.832217e-02 displacement 1.081649e+01 3.977006e-04 1.022912e-05 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 1.998272e-04 0.000000e+00 energy 6.832217e+00 3.551577e-05 6.832217e-02 displacement 1.081649e+01 2.526530e-04 1.026281e-05 7 Nonlinear solution status: time= 1.94 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 5.655220e-05 0.000000e+00 energy 6.832217e+00 7.727896e-06 6.832217e-02 displacement 1.081649e+01 7.541789e-05 1.025084e-05 8 Nonlinear solution status: time= 1.94 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.602305 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 2.058676e-05 0.000000e+00 energy 6.832217e+00 2.042017e-06 6.832217e-02 displacement 1.081649e+01 3.953422e-05 1.023966e-05 9 Nonlinear solution status: time= 1.94 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.602485 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 1.082374e-05 0.000000e+00 energy 6.832217e+00 1.717576e-06 6.832217e-02 displacement 1.081649e+01 1.232107e-05 1.023758e-05 10 Nonlinear solution status: time= 1.94 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.533980 convergence norms : INITIAL CURRENT REQUIRED residual 9.524954e+01 4.788241e-06 0.000000e+00 energy 6.832217e+00 6.259515e-07 6.832217e-02 displacement 1.081649e+01 6.530316e-06 1.023504e-05 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011623 1 Nonlinear solution status: time= 1.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036627e+02 1.862986e-02 0.000000e+00 energy 7.208119e+00 6.044937e-03 7.208119e-02 displacement 1.102668e+01 1.102668e+01 1.102668e-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 1.036627e+02 4.381723e-03 0.000000e+00 energy 7.208119e+00 1.970480e-03 7.208119e-02 displacement 1.102668e+01 5.981940e-02 1.121234e-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 1.036627e+02 1.311899e-03 0.000000e+00 energy 7.208119e+00 6.985307e-04 7.208119e-02 displacement 1.102668e+01 2.359584e-02 1.069833e-05 4 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.485203 convergence norms : INITIAL CURRENT REQUIRED residual 1.036627e+02 4.333956e-04 0.000000e+00 energy 7.208119e+00 2.346552e-04 7.208119e-02 displacement 1.102668e+01 4.778454e-03 1.050779e-05 5 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.326805 convergence norms : INITIAL CURRENT REQUIRED residual 1.036627e+02 2.538500e-04 0.000000e+00 energy 7.208119e+00 8.719294e-05 7.208119e-02 displacement 1.102668e+01 7.529252e-04 1.043876e-05 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036627e+02 3.004547e-05 0.000000e+00 energy 7.208119e+00 1.508958e-05 7.208119e-02 displacement 1.102668e+01 2.513896e-04 1.044978e-05 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036627e+02 1.424007e-05 0.000000e+00 energy 7.208119e+00 3.296129e-06 7.208119e-02 displacement 1.102668e+01 5.330377e-05 1.045054e-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 1.036627e+02 2.205290e-06 0.000000e+00 energy 7.208119e+00 8.186623e-07 7.208119e-02 displacement 1.102668e+01 3.544032e-05 1.043263e-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 1.036627e+02 1.591722e-07 0.000000e+00 energy 7.208119e+00 2.740770e-08 7.208119e-02 displacement 1.102668e+01 1.562330e-06 1.043435e-05 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011623 1 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.067428e+02 1.798503e-02 0.000000e+00 energy 7.303869e+00 5.817071e-03 7.303869e-02 displacement 1.121401e+01 1.121401e+01 1.121401e-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 1.067428e+02 1.448364e-03 0.000000e+00 energy 7.303869e+00 7.660395e-04 7.303869e-02 displacement 1.121401e+01 2.369436e-02 1.088169e-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 1.067428e+02 3.701682e-04 0.000000e+00 energy 7.303869e+00 6.892193e-05 7.303869e-02 displacement 1.121401e+01 8.853499e-03 1.062386e-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 1.067428e+02 1.956727e-04 0.000000e+00 energy 7.303869e+00 4.268014e-05 7.303869e-02 displacement 1.121401e+01 1.627996e-03 1.065217e-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 1.067428e+02 2.721368e-05 0.000000e+00 energy 7.303869e+00 4.331268e-06 7.303869e-02 displacement 1.121401e+01 2.239189e-04 1.064896e-05 6 Nonlinear solution status: time= 1.96 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.067428e+02 7.539894e-06 0.000000e+00 energy 7.303869e+00 2.010425e-06 7.303869e-02 displacement 1.121401e+01 9.277524e-05 1.063610e-05 7 Nonlinear solution status: time= 1.96 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.067428e+02 1.877430e-06 0.000000e+00 energy 7.303869e+00 3.198297e-08 7.303869e-02 displacement 1.121401e+01 1.385136e-05 1.063245e-05 8 Nonlinear solution status: time= 1.96 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.067428e+02 3.100593e-07 0.000000e+00 energy 7.303869e+00 2.896989e-08 7.303869e-02 displacement 1.121401e+01 5.347029e-06 1.063359e-05 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011623 1 Nonlinear solution status: time= 1.97 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.098339e+02 1.886706e-02 0.000000e+00 energy 7.450254e+00 2.536031e-03 7.450254e-02 displacement 1.128413e+01 1.128413e+01 1.128413e-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 1.098339e+02 1.552422e-03 0.000000e+00 energy 7.450254e+00 7.760057e-04 7.450254e-02 displacement 1.128413e+01 2.274298e-02 1.096456e-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 1.098339e+02 1.396785e-04 0.000000e+00 energy 7.450254e+00 1.933720e-05 7.450254e-02 displacement 1.128413e+01 9.070650e-03 1.074917e-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 1.098339e+02 6.708923e-05 0.000000e+00 energy 7.450254e+00 5.927325e-06 7.450254e-02 displacement 1.128413e+01 1.140217e-03 1.073811e-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 1.098339e+02 2.258933e-05 0.000000e+00 energy 7.450254e+00 6.346422e-06 7.450254e-02 displacement 1.128413e+01 3.633624e-04 1.072631e-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 1.098339e+02 2.367686e-05 0.000000e+00 energy 7.450254e+00 5.658321e-06 7.450254e-02 displacement 1.128413e+01 1.417345e-04 1.071756e-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 1.098339e+02 2.191573e-06 0.000000e+00 energy 7.450254e+00 6.412541e-07 7.450254e-02 displacement 1.128413e+01 2.896262e-05 1.072469e-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 1.098339e+02 3.215361e-07 0.000000e+00 energy 7.450254e+00 9.770661e-08 7.450254e-02 displacement 1.128413e+01 1.085312e-05 1.072869e-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 1.098339e+02 3.416428e-08 0.000000e+00 energy 7.450254e+00 3.165703e-09 7.450254e-02 displacement 1.128413e+01 2.293117e-06 1.072727e-05 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011623 1 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.128224e+02 1.903287e-02 0.000000e+00 energy 7.529553e+00 4.175523e-03 7.529553e-02 displacement 1.131454e+01 1.131454e+01 1.131454e-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 1.128224e+02 2.376380e-03 0.000000e+00 energy 7.529553e+00 9.118160e-04 7.529553e-02 displacement 1.131454e+01 2.571235e-02 1.101662e-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 1.128224e+02 4.120652e-04 0.000000e+00 energy 7.529553e+00 6.757586e-06 7.529553e-02 displacement 1.131454e+01 6.895983e-03 1.084673e-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 1.128224e+02 6.087936e-05 0.000000e+00 energy 7.529553e+00 1.866923e-05 7.529553e-02 displacement 1.131454e+01 5.769182e-04 1.083809e-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 1.128224e+02 5.705550e-05 0.000000e+00 energy 7.529553e+00 9.621095e-06 7.529553e-02 displacement 1.131454e+01 3.727773e-04 1.082649e-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 1.128224e+02 3.310570e-06 0.000000e+00 energy 7.529553e+00 4.232738e-07 7.529553e-02 displacement 1.131454e+01 3.545427e-05 1.083764e-05 7 Nonlinear solution status: time= 1.98 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.128224e+02 8.802503e-07 0.000000e+00 energy 7.529553e+00 4.031896e-08 7.529553e-02 displacement 1.131454e+01 5.229619e-06 1.083737e-05 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 91 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011623 1 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 1.639592e-02 0.000000e+00 energy 7.644596e+00 1.046081e-02 7.644596e-02 displacement 1.135691e+01 1.135691e+01 1.135691e-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 1.171045e+02 2.827726e-03 0.000000e+00 energy 7.644596e+00 5.644465e-04 7.644596e-02 displacement 1.135691e+01 4.885497e-02 1.166171e-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 1.171045e+02 1.463124e-03 0.000000e+00 energy 7.644596e+00 1.948950e-04 7.644596e-02 displacement 1.135691e+01 1.938903e-02 1.125643e-05 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.498056 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 5.572149e-04 0.000000e+00 energy 7.644596e+00 2.693738e-05 7.644596e-02 displacement 1.135691e+01 1.276114e-03 1.115511e-05 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 2.700789e-04 0.000000e+00 energy 7.644596e+00 5.406370e-05 7.644596e-02 displacement 1.135691e+01 8.761508e-04 1.114523e-05 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 4.072915e-04 0.000000e+00 energy 7.644596e+00 5.922423e-05 7.644596e-02 displacement 1.135691e+01 4.102718e-04 1.118339e-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 1.171045e+02 6.128722e-05 0.000000e+00 energy 7.644596e+00 5.488958e-06 7.644596e-02 displacement 1.135691e+01 3.068312e-04 1.117092e-05 8 Nonlinear solution status: time= 1.99 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.622195 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 4.099703e-05 0.000000e+00 energy 7.644596e+00 1.186912e-06 7.644596e-02 displacement 1.135691e+01 5.759383e-05 1.114869e-05 9 Nonlinear solution status: time= 1.99 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.536582 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 1.885765e-05 0.000000e+00 energy 7.644596e+00 2.219304e-06 7.644596e-02 displacement 1.135691e+01 1.736717e-05 1.114700e-05 10 Nonlinear solution status: time= 1.99 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 3.848421e-06 0.000000e+00 energy 7.644596e+00 1.108042e-06 7.644596e-02 displacement 1.135691e+01 2.107218e-05 1.115245e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011587 11 Nonlinear solution status: time= 1.99 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.171045e+02 5.754602e-08 0.000000e+00 energy 7.644596e+00 1.888580e-08 7.644596e-02 displacement 1.135691e+01 2.061195e-06 1.114973e-05 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 006LL_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 92 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 418113 Nr of nonzeroes in stiffness matrix ....... : 32011587 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 1.201592e+02 2.246370e-02 0.000000e+00 energy 7.811423e+00 1.197012e-02 7.811423e-02 displacement 1.160953e+01 1.160953e+01 1.160953e-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 1.201592e+02 1.467832e-02 0.000000e+00 energy 7.811423e+00 6.620972e-03 7.811423e-02 displacement 1.160953e+01 1.628601e-01 1.234071e-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 1.201592e+02 2.585391e-03 0.000000e+00 energy 7.811423e+00 2.075228e-03 7.811423e-02 displacement 1.160953e+01 3.668882e-02 1.171698e-05 4 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.556941 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 8.750360e-04 0.000000e+00 energy 7.811423e+00 6.286972e-04 7.811423e-02 displacement 1.160953e+01 1.583713e-02 1.137502e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.422101 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 2.300049e-04 0.000000e+00 energy 7.811423e+00 8.232321e-05 7.811423e-02 displacement 1.160953e+01 2.060458e-03 1.126203e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 2.971186e-04 0.000000e+00 energy 7.811423e+00 5.188167e-05 7.811423e-02 displacement 1.160953e+01 7.610984e-04 1.121254e-05 7 Nonlinear solution status: time= 2 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 6.432783e-05 0.000000e+00 energy 7.811423e+00 2.798159e-05 7.811423e-02 displacement 1.160953e+01 5.751211e-04 1.123041e-05 8 Nonlinear solution status: time= 2 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 1.109108e-05 0.000000e+00 energy 7.811423e+00 5.183111e-06 7.811423e-02 displacement 1.160953e+01 6.911256e-05 1.123669e-05 9 Nonlinear solution status: time= 2 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 5.921825e-07 0.000000e+00 energy 7.811423e+00 2.844219e-07 7.811423e-02 displacement 1.160953e+01 1.467950e-05 1.122925e-05 10 Nonlinear solution status: time= 2 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.201592e+02 5.467526e-08 0.000000e+00 energy 7.811423e+00 2.506254e-08 7.811423e-02 displacement 1.160953e+01 5.253438e-07 1.122982e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 006LL_Quad_run3.feb - FEBio 2.8.0.0  N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 92 Total number of equilibrium iterations ............ : 611 Average number of equilibrium iterations .......... : 6.6413 Total number of right hand evaluations ............ : 915 Total number of stiffness reformations ............ : 117 Time in linear solver: 1:32:37 Elapsed time : 1:48:39 N O R M A L T E R M I N A T I O N