=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_UL/006UL_Quad_run3.feb ...SUCCESS! ]0;(step 1/2: 0%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.893520e-17 1.999022e-17 0.000000e+00 energy 1.586116e-19 4.534014e-20 1.586116e-21 displacement 2.521973e-20 2.521973e-20 2.521973e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.1 ]0;(step 1/2: 10%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.999022e-17 3.020286e-17 0.000000e+00 energy 1.378038e-19 9.175954e-20 1.378038e-21 displacement 1.597609e-20 1.597609e-20 1.597609e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.2 ]0;(step 1/2: 20%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.020286e-17 3.001658e-17 0.000000e+00 energy 1.849274e-19 9.474355e-20 1.849274e-21 displacement 1.618842e-20 1.618842e-20 1.618842e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.25 ]0;(step 1/2: 25%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.001658e-17 3.005928e-17 0.000000e+00 energy 1.850377e-19 9.475560e-20 1.850377e-21 displacement 1.629413e-20 1.629413e-20 1.629413e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.35 ]0;(step 1/2: 35%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.005928e-17 3.027708e-17 0.000000e+00 energy 1.855551e-19 9.532919e-20 1.855551e-21 displacement 1.632887e-20 1.632887e-20 1.632887e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.45 ]0;(step 1/2: 45%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.027708e-17 2.998372e-17 0.000000e+00 energy 1.861039e-19 9.597820e-20 1.861039e-21 displacement 1.637108e-20 1.637108e-20 1.637108e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.5 ]0;(step 1/2: 50%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.998372e-17 3.034590e-17 0.000000e+00 energy 1.856456e-19 9.538538e-20 1.856456e-21 displacement 1.633472e-20 1.633472e-20 1.633472e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.6 ]0;(step 1/2: 60%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.034590e-17 3.032403e-17 0.000000e+00 energy 1.871171e-19 9.701754e-20 1.871171e-21 displacement 1.630378e-20 1.630378e-20 1.630378e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.7 ]0;(step 1/2: 70%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.032403e-17 3.021835e-17 0.000000e+00 energy 1.868037e-19 9.587778e-20 1.868037e-21 displacement 1.675524e-20 1.675524e-20 1.675524e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.75 ]0;(step 1/2: 75%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.021835e-17 3.008681e-17 0.000000e+00 energy 1.858984e-19 9.564471e-20 1.858984e-21 displacement 1.662064e-20 1.662064e-20 1.662064e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.85 ]0;(step 1/2: 85%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.008681e-17 2.976303e-17 0.000000e+00 energy 1.855749e-19 9.530845e-20 1.855749e-21 displacement 1.634218e-20 1.634218e-20 1.634218e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 0.95 ]0;(step 1/2: 95%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.976303e-17 2.984498e-17 0.000000e+00 energy 1.844506e-19 9.439532e-20 1.844506e-21 displacement 1.632708e-20 1.632708e-20 1.632708e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1 ]0;(step 1/2: 100%) 006UL_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: 0:11:12 ===== beginning time step 1 : 1.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.984498e-17 3.044885e-17 0.000000e+00 energy 1.845350e-19 9.536606e-20 1.845350e-21 displacement 1.623219e-20 1.623219e-20 1.623219e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.1 ]0;(step 2/2: 10%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.044885e-17 3.019729e-17 0.000000e+00 energy 1.865333e-19 9.580760e-20 1.865333e-21 displacement 1.628527e-20 1.628527e-20 1.628527e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.11 ]0;(step 2/2: 11%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.019729e-17 3.036021e-17 0.000000e+00 energy 1.854712e-19 9.506213e-20 1.854712e-21 displacement 1.624853e-20 1.624853e-20 1.624853e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.12 ]0;(step 2/2: 12%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.036021e-17 2.997173e-17 0.000000e+00 energy 1.863128e-19 9.532454e-20 1.863128e-21 displacement 1.638876e-20 1.638876e-20 1.638876e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.13 ]0;(step 2/2: 13%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.997173e-17 3.018057e-17 0.000000e+00 energy 1.852909e-19 9.384310e-20 1.852909e-21 displacement 1.622854e-20 1.622854e-20 1.622854e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.14 ]0;(step 2/2: 14%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.018057e-17 3.018761e-17 0.000000e+00 energy 1.855477e-19 9.531151e-20 1.855477e-21 displacement 1.639865e-20 1.639865e-20 1.639865e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.15 ]0;(step 2/2: 15%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.018761e-17 3.018086e-17 0.000000e+00 energy 1.860599e-19 9.529198e-20 1.860599e-21 displacement 1.634218e-20 1.634218e-20 1.634218e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.16 ]0;(step 2/2: 16%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.018086e-17 3.002274e-17 0.000000e+00 energy 1.864861e-19 9.557910e-20 1.864861e-21 displacement 1.651127e-20 1.651127e-20 1.651127e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.17 ]0;(step 2/2: 17%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.002274e-17 3.038074e-17 0.000000e+00 energy 1.854081e-19 9.519475e-20 1.854081e-21 displacement 1.651178e-20 1.651178e-20 1.651178e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.18 ]0;(step 2/2: 18%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.038074e-17 3.016851e-17 0.000000e+00 energy 1.867357e-19 9.614000e-20 1.867357e-21 displacement 1.651806e-20 1.651806e-20 1.651806e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.19 ]0;(step 2/2: 19%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.016851e-17 3.025399e-17 0.000000e+00 energy 1.858143e-19 9.505782e-20 1.858143e-21 displacement 1.618958e-20 1.618958e-20 1.618958e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.2 ]0;(step 2/2: 20%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 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 3.025399e-17 3.042538e-17 0.000000e+00 energy 1.857726e-19 9.512110e-20 1.857726e-21 displacement 1.629018e-20 1.629018e-20 1.629018e-26 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.21 ]0;(step 2/2: 21%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.042538e-17 5.469187e-06 0.000000e+00 energy 1.861442e-19 4.556871e-16 1.861442e-21 displacement 1.601888e-20 4.004719e-21 4.004719e-27 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060908 2 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.469187e-06 2.541139e-11 0.000000e+00 energy 4.556871e-16 3.248977e-09 4.556871e-18 displacement 1.601888e-20 4.706415e-06 4.706414e-12 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ------- converged at time : 1.22 ]0;(step 2/2: 22%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060908 1 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 7.292651e-03 0.000000e+00 energy 4.783521e-02 6.732242e-03 4.783521e-04 displacement 1.427062e-01 1.427062e-01 1.427062e-07 2 Nonlinear solution status: time= 1.23 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.598546 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 7.816316e-03 0.000000e+00 energy 4.783521e-02 1.041599e-02 4.783521e-04 displacement 1.427062e-01 5.720546e-01 1.226833e-06 3 Nonlinear solution status: time= 1.23 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 1.449401e-03 0.000000e+00 energy 4.783521e-02 2.740608e-03 4.783521e-04 displacement 1.427062e-01 9.505227e-02 6.468640e-07 4 Nonlinear solution status: time= 1.23 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.250853 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 1.053480e-03 0.000000e+00 energy 4.783521e-02 9.837576e-04 4.783521e-04 displacement 1.427062e-01 2.142316e-02 4.369198e-07 5 Nonlinear solution status: time= 1.23 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.203943 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 8.554059e-04 0.000000e+00 energy 4.783521e-02 5.572041e-04 4.783521e-04 displacement 1.427062e-01 9.489389e-03 3.202160e-07 6 Nonlinear solution status: time= 1.23 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.172893 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 2.051845e-04 0.000000e+00 energy 4.783521e-02 3.717500e-05 4.783521e-04 displacement 1.427062e-01 5.414332e-03 2.441221e-07 7 Nonlinear solution status: time= 1.23 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.463800 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 1.358558e-04 0.000000e+00 energy 4.783521e-02 3.854326e-05 4.783521e-04 displacement 1.427062e-01 1.688420e-03 2.126943e-07 8 Nonlinear solution status: time= 1.23 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.311461 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 1.245477e-04 0.000000e+00 energy 4.783521e-02 2.607830e-05 4.783521e-04 displacement 1.427062e-01 4.165939e-04 1.966433e-07 9 Nonlinear solution status: time= 1.23 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.256639 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 7.506856e-05 0.000000e+00 energy 4.783521e-02 2.044310e-06 4.783521e-04 displacement 1.427062e-01 2.163830e-04 1.860032e-07 10 Nonlinear solution status: time= 1.23 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.226260 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 6.636563e-05 0.000000e+00 energy 4.783521e-02 3.506496e-06 4.783521e-04 displacement 1.427062e-01 1.681353e-05 1.841280e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061070 11 Nonlinear solution status: time= 1.23 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 1.400802e-07 0.000000e+00 energy 4.783521e-02 2.348789e-08 4.783521e-04 displacement 1.427062e-01 3.115108e-05 1.836501e-07 12 Nonlinear solution status: time= 1.23 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660540e-01 1.202719e-10 0.000000e+00 energy 4.783521e-02 2.812050e-10 4.783521e-04 displacement 1.427062e-01 2.178760e-08 1.835569e-07 ------- converged at time : 1.23 ]0;(step 2/2: 23%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061070 1 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 5.977041e-02 0.000000e+00 energy 2.207139e-01 1.511001e-02 2.207139e-03 displacement 5.896258e-01 5.896258e-01 5.896258e-07 2 Nonlinear solution status: time= 1.24 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634133 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 4.991499e-02 0.000000e+00 energy 2.207139e-01 2.378238e-02 2.207139e-03 displacement 5.896258e-01 5.524469e-01 2.080964e-06 3 Nonlinear solution status: time= 1.24 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 1.456887e-02 0.000000e+00 energy 2.207139e-01 5.281288e-03 2.207139e-03 displacement 5.896258e-01 1.006421e-01 1.310956e-06 4 Nonlinear solution status: time= 1.24 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.445223 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 3.875115e-03 0.000000e+00 energy 2.207139e-01 2.303344e-03 2.207139e-03 displacement 5.896258e-01 4.935331e-02 8.824099e-07 5 Nonlinear solution status: time= 1.24 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.294487 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 1.981937e-03 0.000000e+00 energy 2.207139e-01 8.162669e-04 2.207139e-03 displacement 5.896258e-01 6.444814e-03 7.610006e-07 6 Nonlinear solution status: time= 1.24 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.240148 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 1.140051e-03 0.000000e+00 energy 2.207139e-01 1.977881e-04 2.207139e-03 displacement 5.896258e-01 2.127663e-03 6.996862e-07 7 Nonlinear solution status: time= 1.24 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 3.979973e-04 0.000000e+00 energy 2.207139e-01 1.801412e-05 2.207139e-03 displacement 5.896258e-01 1.648690e-03 7.565178e-07 8 Nonlinear solution status: time= 1.24 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 1.471338e-04 0.000000e+00 energy 2.207139e-01 1.039678e-05 2.207139e-03 displacement 5.896258e-01 2.907503e-04 7.728254e-07 9 Nonlinear solution status: time= 1.24 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 1.057430e-04 0.000000e+00 energy 2.207139e-01 1.314426e-05 2.207139e-03 displacement 5.896258e-01 8.602844e-05 7.772391e-07 10 Nonlinear solution status: time= 1.24 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 4.948132e-06 0.000000e+00 energy 2.207139e-01 1.648037e-07 2.207139e-03 displacement 5.896258e-01 1.551515e-05 7.722980e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061070 11 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 5.892086e-09 0.000000e+00 energy 2.207139e-01 1.010094e-08 2.207139e-03 displacement 5.896258e-01 8.560876e-07 7.728892e-07 12 Nonlinear solution status: time= 1.24 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.325276e+00 3.014484e-11 0.000000e+00 energy 2.207139e-01 4.494660e-11 2.207139e-03 displacement 5.896258e-01 5.598248e-10 7.728715e-07 ------- converged at time : 1.24 ]0;(step 2/2: 24%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061070 1 Nonlinear solution status: time= 1.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 1.475586e-02 0.000000e+00 energy 2.797623e-01 1.587013e-02 2.797623e-03 displacement 7.489069e-01 7.489069e-01 7.489069e-07 2 Nonlinear solution status: time= 1.25 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.632576 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 7.337583e-03 0.000000e+00 energy 2.797623e-01 4.529904e-03 2.797623e-03 displacement 7.489069e-01 6.158447e-02 1.144647e-06 3 Nonlinear solution status: time= 1.25 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 4.251938e-03 0.000000e+00 energy 2.797623e-01 1.703029e-04 2.797623e-03 displacement 7.489069e-01 5.001835e-03 1.091934e-06 4 Nonlinear solution status: time= 1.25 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.575543 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 1.522576e-03 0.000000e+00 energy 2.797623e-01 5.023979e-04 2.797623e-03 displacement 7.489069e-01 8.870965e-03 9.379707e-07 5 Nonlinear solution status: time= 1.25 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.469110 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 8.135967e-04 0.000000e+00 energy 2.797623e-01 1.184180e-04 2.797623e-03 displacement 7.489069e-01 1.046508e-03 8.894828e-07 6 Nonlinear solution status: time= 1.25 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 7.932450e-05 0.000000e+00 energy 2.797623e-01 5.112070e-06 2.797623e-03 displacement 7.489069e-01 1.777524e-04 8.870782e-07 7 Nonlinear solution status: time= 1.25 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 6.911874e-06 0.000000e+00 energy 2.797623e-01 2.534290e-06 2.797623e-03 displacement 7.489069e-01 8.477365e-05 8.732583e-07 8 Nonlinear solution status: time= 1.25 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 2.149510e-07 0.000000e+00 energy 2.797623e-01 1.110646e-07 2.797623e-03 displacement 7.489069e-01 3.615019e-06 8.715497e-07 9 Nonlinear solution status: time= 1.25 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.409028e+00 2.793881e-09 0.000000e+00 energy 2.797623e-01 6.743172e-10 2.797623e-03 displacement 7.489069e-01 9.319815e-08 8.720078e-07 ------- converged at time : 1.25 ]0;(step 2/2: 25%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061160 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 2.661042e+00 1.023740e-02 0.000000e+00 energy 3.220689e-01 1.242280e-02 3.220689e-03 displacement 8.710659e-01 8.710659e-01 8.710659e-07 2 Nonlinear solution status: time= 1.26 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.634282 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 5.989190e-03 0.000000e+00 energy 3.220689e-01 1.263823e-03 3.220689e-03 displacement 8.710659e-01 8.445248e-03 1.020002e-06 3 Nonlinear solution status: time= 1.26 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 2.364959e-03 0.000000e+00 energy 3.220689e-01 3.645743e-04 3.220689e-03 displacement 8.710659e-01 6.834898e-04 9.904306e-07 4 Nonlinear solution status: time= 1.26 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.442529 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 7.209087e-04 0.000000e+00 energy 3.220689e-01 1.847136e-04 3.220689e-03 displacement 8.710659e-01 5.487872e-04 9.531816e-07 5 Nonlinear solution status: time= 1.26 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 2.991925e-05 0.000000e+00 energy 3.220689e-01 1.593264e-06 3.220689e-03 displacement 8.710659e-01 7.087295e-05 9.610399e-07 6 Nonlinear solution status: time= 1.26 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 8.102228e-06 0.000000e+00 energy 3.220689e-01 1.485223e-06 3.220689e-03 displacement 8.710659e-01 4.899894e-06 9.608449e-07 7 Nonlinear solution status: time= 1.26 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 6.378323e-07 0.000000e+00 energy 3.220689e-01 4.244553e-07 3.220689e-03 displacement 8.710659e-01 4.315970e-06 9.603394e-07 8 Nonlinear solution status: time= 1.26 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661042e+00 3.378769e-07 0.000000e+00 energy 3.220689e-01 6.930314e-08 3.220689e-03 displacement 8.710659e-01 2.498898e-07 9.604273e-07 ------- converged at time : 1.26 ]0;(step 2/2: 26%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061160 1 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.028577e+00 3.272366e-01 0.000000e+00 energy 4.176060e-01 2.898420e-02 4.176060e-03 displacement 9.464203e-01 9.464203e-01 9.464203e-07 2 Nonlinear solution status: time= 1.27 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.534757 convergence norms : INITIAL CURRENT REQUIRED residual 5.028577e+00 3.538846e+00 0.000000e+00 energy 4.176060e-01 5.966218e-01 4.176060e-03 displacement 9.464203e-01 3.783884e+01 4.904125e-05 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31060800 3 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.160297 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 2.596551e+00 0.000000e+00 energy 5.966218e-01 1.041898e-01 5.966218e-03 displacement 9.464203e-01 2.402196e+00 3.004954e-05 4 Nonlinear solution status: time= 1.27 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 2 step from line search = 0.147924 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.994583e+00 0.000000e+00 energy 5.966218e-01 6.047823e-02 5.966218e-03 displacement 9.464203e-01 1.457499e+00 1.857727e-05 5 Nonlinear solution status: time= 1.27 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 2 step from line search = 0.149755 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.781243e+00 0.000000e+00 energy 5.966218e-01 1.931256e-03 5.966218e-03 displacement 9.464203e-01 8.118589e-01 1.171939e-05 6 Nonlinear solution status: time= 1.27 stiffness updates = 3 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 0.047677 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.205533e+00 0.000000e+00 energy 5.966218e-01 3.446422e-02 5.966218e-03 displacement 9.464203e-01 6.141184e-01 7.134999e-06 7 Nonlinear solution status: time= 1.27 stiffness updates = 4 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 0.105650 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.261025e+00 0.000000e+00 energy 5.966218e-01 7.703467e-03 5.966218e-03 displacement 9.464203e-01 3.911131e-01 4.312356e-06 8 Nonlinear solution status: time= 1.27 stiffness updates = 5 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 0.212829 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 7.568525e-01 0.000000e+00 energy 5.966218e-01 7.773806e-03 5.966218e-03 displacement 9.464203e-01 2.111261e-01 2.818378e-06 9 Nonlinear solution status: time= 1.27 stiffness updates = 6 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.166512 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 4.308774e-01 0.000000e+00 energy 5.966218e-01 2.767706e-03 5.966218e-03 displacement 9.464203e-01 9.777353e-02 2.047239e-06 10 Nonlinear solution status: time= 1.27 stiffness updates = 7 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.176939 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.849261e-01 0.000000e+00 energy 5.966218e-01 5.157460e-03 5.966218e-03 displacement 9.464203e-01 4.825657e-02 1.527660e-06 11 Nonlinear solution status: time= 1.27 stiffness updates = 8 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.199675 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.090155e-01 0.000000e+00 energy 5.966218e-01 2.511782e-03 5.966218e-03 displacement 9.464203e-01 1.327016e-02 1.301568e-06 12 Nonlinear solution status: time= 1.27 stiffness updates = 9 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 0.153251 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 5.835349e-02 0.000000e+00 energy 5.966218e-01 8.447002e-04 5.966218e-03 displacement 9.464203e-01 8.440463e-03 1.138465e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061250 13 Nonlinear solution status: time= 1.27 stiffness updates = 0 right hand side evaluations = 25 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 7.554437e-04 0.000000e+00 energy 5.966218e-01 2.781842e-04 5.966218e-03 displacement 9.464203e-01 1.711138e-02 1.338926e-06 14 Nonlinear solution status: time= 1.27 stiffness updates = 1 right hand side evaluations = 27 stiffness matrix reformations = 3 step from line search = 0.611489 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 4.072998e-03 0.000000e+00 energy 5.966218e-01 3.559505e-04 5.966218e-03 displacement 9.464203e-01 5.757687e-03 1.478655e-06 15 Nonlinear solution status: time= 1.27 stiffness updates = 2 right hand side evaluations = 28 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 1.131438e-04 0.000000e+00 energy 5.966218e-01 5.949925e-05 5.966218e-03 displacement 9.464203e-01 2.774469e-03 1.378239e-06 16 Nonlinear solution status: time= 1.27 stiffness updates = 3 right hand side evaluations = 29 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 3.410496e-04 0.000000e+00 energy 5.966218e-01 1.070026e-05 5.966218e-03 displacement 9.464203e-01 7.197259e-04 1.329925e-06 17 Nonlinear solution status: time= 1.27 stiffness updates = 4 right hand side evaluations = 30 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 4.952807e-05 0.000000e+00 energy 5.966218e-01 2.005643e-06 5.966218e-03 displacement 9.464203e-01 4.412863e-05 1.338246e-06 18 Nonlinear solution status: time= 1.27 stiffness updates = 5 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 0.496835 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 8.779286e-06 0.000000e+00 energy 5.966218e-01 3.579351e-07 5.966218e-03 displacement 9.464203e-01 2.950172e-06 1.340326e-06 19 Nonlinear solution status: time= 1.27 stiffness updates = 6 right hand side evaluations = 34 stiffness matrix reformations = 3 step from line search = 0.580849 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 2.325440e-06 0.000000e+00 energy 5.966218e-01 5.325351e-07 5.966218e-03 displacement 9.464203e-01 8.949096e-06 1.345672e-06 20 Nonlinear solution status: time= 1.27 stiffness updates = 7 right hand side evaluations = 35 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.538846e+00 2.098601e-07 0.000000e+00 energy 5.966218e-01 5.198500e-08 5.966218e-03 displacement 9.464203e-01 7.494041e-07 1.344382e-06 ------- converged at time : 1.27 ]0;(step 2/2: 27%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061268 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 7.162110e+00 5.563354e-02 0.000000e+00 energy 6.299923e-01 2.758204e-02 6.299923e-03 displacement 1.746803e+00 1.746803e+00 1.746803e-06 2 Nonlinear solution status: time= 1.28 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.549823 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 3.155564e-02 0.000000e+00 energy 6.299923e-01 1.623440e-02 6.299923e-03 displacement 1.746803e+00 1.085839e-01 2.528595e-06 3 Nonlinear solution status: time= 1.28 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 6.805612e-03 0.000000e+00 energy 6.299923e-01 6.994053e-06 6.299923e-03 displacement 1.746803e+00 2.546600e-02 2.734440e-06 4 Nonlinear solution status: time= 1.28 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 4.052116e-03 0.000000e+00 energy 6.299923e-01 9.347661e-04 6.299923e-03 displacement 1.746803e+00 7.689842e-02 2.011542e-06 5 Nonlinear solution status: time= 1.28 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.462557 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 2.515021e-03 0.000000e+00 energy 6.299923e-01 5.748481e-06 6.299923e-03 displacement 1.746803e+00 1.728298e-03 1.920511e-06 6 Nonlinear solution status: time= 1.28 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 1.376547e-03 0.000000e+00 energy 6.299923e-01 3.522055e-04 6.299923e-03 displacement 1.746803e+00 1.478640e-03 1.893309e-06 7 Nonlinear solution status: time= 1.28 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 3.888797e-04 0.000000e+00 energy 6.299923e-01 5.698289e-05 6.299923e-03 displacement 1.746803e+00 2.661975e-04 1.903323e-06 8 Nonlinear solution status: time= 1.28 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 7.484873e-05 0.000000e+00 energy 6.299923e-01 1.486413e-05 6.299923e-03 displacement 1.746803e+00 3.574353e-04 1.858880e-06 9 Nonlinear solution status: time= 1.28 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 7.650058e-07 0.000000e+00 energy 6.299923e-01 2.021441e-07 6.299923e-03 displacement 1.746803e+00 6.039765e-06 1.859070e-06 10 Nonlinear solution status: time= 1.28 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.162110e+00 6.130968e-08 0.000000e+00 energy 6.299923e-01 6.126213e-08 6.299923e-03 displacement 1.746803e+00 1.814647e-06 1.856362e-06 ------- converged at time : 1.28 ]0;(step 2/2: 28%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061268 1 Nonlinear solution status: time= 1.29 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 2.224093e-02 0.000000e+00 energy 7.077752e-01 5.549400e-03 7.077752e-03 displacement 1.845989e+00 1.845989e+00 1.845989e-06 2 Nonlinear solution status: time= 1.29 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 1.782137e-03 0.000000e+00 energy 7.077752e-01 4.194641e-04 7.077752e-03 displacement 1.845989e+00 1.064438e-02 2.054090e-06 3 Nonlinear solution status: time= 1.29 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 1.072459e-03 0.000000e+00 energy 7.077752e-01 2.100950e-04 7.077752e-03 displacement 1.845989e+00 4.735677e-03 1.906479e-06 4 Nonlinear solution status: time= 1.29 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 2.007856e-04 0.000000e+00 energy 7.077752e-01 9.197961e-07 7.077752e-03 displacement 1.845989e+00 1.813040e-04 1.909173e-06 5 Nonlinear solution status: time= 1.29 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 1.666355e-05 0.000000e+00 energy 7.077752e-01 3.213669e-06 7.077752e-03 displacement 1.845989e+00 4.503006e-05 1.895941e-06 6 Nonlinear solution status: time= 1.29 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 1.610528e-07 0.000000e+00 energy 7.077752e-01 3.326879e-08 7.077752e-03 displacement 1.845989e+00 2.715028e-05 1.906386e-06 7 Nonlinear solution status: time= 1.29 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.443648e+00 1.726840e-09 0.000000e+00 energy 7.077752e-01 3.489098e-10 7.077752e-03 displacement 1.845989e+00 5.036989e-08 1.906071e-06 ------- converged at time : 1.29 ]0;(step 2/2: 29%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061322 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 8.815634e+00 1.293036e-01 0.000000e+00 energy 7.503949e-01 2.646024e-02 7.503949e-03 displacement 2.022479e+00 2.022479e+00 2.022479e-06 2 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.602916 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 2.652780e-01 0.000000e+00 energy 7.503949e-01 8.301334e-02 7.503949e-03 displacement 2.022479e+00 1.511882e+00 6.125634e-06 3 Nonlinear solution status: time= 1.3 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 2.461154e-02 0.000000e+00 energy 7.503949e-01 1.870611e-02 7.503949e-03 displacement 2.022479e+00 2.426943e-01 4.068348e-06 4 Nonlinear solution status: time= 1.3 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 4.750322e-02 0.000000e+00 energy 7.503949e-01 1.658527e-02 7.503949e-03 displacement 2.022479e+00 4.890906e-01 2.114815e-06 5 Nonlinear solution status: time= 1.3 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 3.551640e-03 0.000000e+00 energy 7.503949e-01 2.757251e-03 7.503949e-03 displacement 2.022479e+00 5.468971e-02 2.648604e-06 6 Nonlinear solution status: time= 1.3 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 1.893957e-03 0.000000e+00 energy 7.503949e-01 1.223524e-03 7.503949e-03 displacement 2.022479e+00 9.410412e-03 2.414869e-06 7 Nonlinear solution status: time= 1.3 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.218018 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 8.347762e-04 0.000000e+00 energy 7.503949e-01 4.195237e-04 7.503949e-03 displacement 2.022479e+00 3.026339e-03 2.285343e-06 8 Nonlinear solution status: time= 1.3 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.168582 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 3.890220e-04 0.000000e+00 energy 7.503949e-01 2.192516e-06 7.503949e-03 displacement 2.022479e+00 6.748380e-04 2.222516e-06 9 Nonlinear solution status: time= 1.3 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 3.428440e-05 0.000000e+00 energy 7.503949e-01 1.439913e-05 7.503949e-03 displacement 2.022479e+00 6.750263e-04 2.167962e-06 10 Nonlinear solution status: time= 1.3 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 2.002140e-05 0.000000e+00 energy 7.503949e-01 5.088329e-06 7.503949e-03 displacement 2.022479e+00 2.846508e-04 2.133695e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061376 11 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 2.247615e-07 0.000000e+00 energy 7.503949e-01 1.126607e-07 7.503949e-03 displacement 2.022479e+00 2.409706e-05 2.144080e-06 12 Nonlinear solution status: time= 1.3 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.815634e+00 1.620272e-08 0.000000e+00 energy 7.503949e-01 5.387284e-10 7.503949e-03 displacement 2.022479e+00 1.526361e-07 2.144640e-06 ------- converged at time : 1.3 ]0;(step 2/2: 30%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061376 1 Nonlinear solution status: time= 1.31 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.029381e+01 2.096746e-02 0.000000e+00 energy 8.760072e-01 6.003363e-03 8.760072e-03 displacement 2.378191e+00 2.378191e+00 2.378191e-06 2 Nonlinear solution status: time= 1.31 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.029381e+01 1.365717e-03 0.000000e+00 energy 8.760072e-01 1.703806e-04 8.760072e-03 displacement 2.378191e+00 1.710995e-03 2.354584e-06 3 Nonlinear solution status: time= 1.31 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.029381e+01 2.078789e-04 0.000000e+00 energy 8.760072e-01 4.317856e-05 8.760072e-03 displacement 2.378191e+00 8.016136e-04 2.288642e-06 4 Nonlinear solution status: time= 1.31 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.029381e+01 1.270029e-04 0.000000e+00 energy 8.760072e-01 2.517223e-05 8.760072e-03 displacement 2.378191e+00 8.675853e-05 2.272518e-06 5 Nonlinear solution status: time= 1.31 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.029381e+01 2.675143e-06 0.000000e+00 energy 8.760072e-01 1.757198e-06 8.760072e-03 displacement 2.378191e+00 9.109306e-06 2.276747e-06 6 Nonlinear solution status: time= 1.31 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.029381e+01 1.402573e-08 0.000000e+00 energy 8.760072e-01 4.902058e-10 8.760072e-03 displacement 2.378191e+00 6.880085e-07 2.276414e-06 ------- converged at time : 1.31 ]0;(step 2/2: 31%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061376 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 5.701603e-02 0.000000e+00 energy 8.780578e-01 1.328006e-02 8.780578e-03 displacement 2.434647e+00 2.434647e+00 2.434647e-06 2 Nonlinear solution status: time= 1.32 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618501 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 4.528971e-02 0.000000e+00 energy 8.780578e-01 2.050401e-02 8.780578e-03 displacement 2.434647e+00 4.349352e-01 4.325337e-06 3 Nonlinear solution status: time= 1.32 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 7.483966e-03 0.000000e+00 energy 8.780578e-01 4.764816e-03 8.780578e-03 displacement 2.434647e+00 7.230276e-02 3.401499e-06 4 Nonlinear solution status: time= 1.32 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.494772 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 2.753023e-03 0.000000e+00 energy 8.780578e-01 2.039836e-03 8.780578e-03 displacement 2.434647e+00 4.088542e-02 2.843662e-06 5 Nonlinear solution status: time= 1.32 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.305494 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 6.983277e-04 0.000000e+00 energy 8.780578e-01 4.940731e-04 8.780578e-03 displacement 2.434647e+00 5.286968e-03 2.665090e-06 6 Nonlinear solution status: time= 1.32 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.323236 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 3.058600e-04 0.000000e+00 energy 8.780578e-01 1.871739e-04 8.780578e-03 displacement 2.434647e+00 1.623802e-03 2.574862e-06 7 Nonlinear solution status: time= 1.32 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.269016 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 1.628135e-04 0.000000e+00 energy 8.780578e-01 8.032301e-05 8.780578e-03 displacement 2.434647e+00 5.493533e-04 2.524089e-06 8 Nonlinear solution status: time= 1.32 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.127009 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 9.225626e-05 0.000000e+00 energy 8.780578e-01 1.705367e-05 8.780578e-03 displacement 2.434647e+00 6.568204e-05 2.506773e-06 9 Nonlinear solution status: time= 1.32 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 8.280354e-06 0.000000e+00 energy 8.780578e-01 2.254183e-06 8.780578e-03 displacement 2.434647e+00 2.699601e-05 2.518176e-06 10 Nonlinear solution status: time= 1.32 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 1.126005e-05 0.000000e+00 energy 8.780578e-01 1.724481e-06 8.780578e-03 displacement 2.434647e+00 2.817056e-06 2.518773e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061412 11 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.562157 convergence norms : INITIAL CURRENT REQUIRED residual 1.034879e+01 4.624776e-07 0.000000e+00 energy 8.780578e-01 9.408988e-08 8.780578e-03 displacement 2.434647e+00 1.322680e-06 2.516970e-06 ------- converged at time : 1.32 ]0;(step 2/2: 32%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061430 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 1.290683e+01 2.707018e-02 0.000000e+00 energy 1.008132e+00 3.237628e-03 1.008132e-02 displacement 2.805786e+00 2.805786e+00 2.805786e-06 2 Nonlinear solution status: time= 1.33 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.609171 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 2.812782e-02 0.000000e+00 energy 1.008132e+00 1.215005e-02 1.008132e-02 displacement 2.805786e+00 2.783328e-01 2.958313e-06 3 Nonlinear solution status: time= 1.33 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 2.672505e-03 0.000000e+00 energy 1.008132e+00 2.987898e-03 1.008132e-02 displacement 2.805786e+00 3.063970e-02 2.660060e-06 4 Nonlinear solution status: time= 1.33 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.480463 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 6.263678e-04 0.000000e+00 energy 1.008132e+00 1.152629e-03 1.008132e-02 displacement 2.805786e+00 3.096418e-02 2.648003e-06 5 Nonlinear solution status: time= 1.33 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.361571 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 2.716382e-04 0.000000e+00 energy 1.008132e+00 3.138936e-04 1.008132e-02 displacement 2.805786e+00 4.849055e-03 2.663003e-06 6 Nonlinear solution status: time= 1.33 stiffness updates = 5 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.205593 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 3.730970e-05 0.000000e+00 energy 1.008132e+00 8.383906e-06 1.008132e-02 displacement 2.805786e+00 6.093565e-04 2.669993e-06 7 Nonlinear solution status: time= 1.33 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 1.970582e-06 0.000000e+00 energy 1.008132e+00 1.340364e-07 1.008132e-02 displacement 2.805786e+00 1.010816e-05 2.678225e-06 8 Nonlinear solution status: time= 1.33 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.290683e+01 6.561455e-07 0.000000e+00 energy 1.008132e+00 1.840224e-07 1.008132e-02 displacement 2.805786e+00 2.651330e-06 2.680311e-06 ------- converged at time : 1.33 ]0;(step 2/2: 33%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061466 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 2.285576e-02 0.000000e+00 energy 9.906903e-01 3.587663e-03 9.906903e-03 displacement 2.809045e+00 2.809045e+00 2.809045e-06 2 Nonlinear solution status: time= 1.34 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.602568 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 1.943690e-02 0.000000e+00 energy 9.906903e-01 9.542172e-03 9.906903e-03 displacement 2.809045e+00 1.316736e-01 3.637927e-06 3 Nonlinear solution status: time= 1.34 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 3.886389e-03 0.000000e+00 energy 9.906903e-01 1.959082e-03 9.906903e-03 displacement 2.809045e+00 2.207909e-02 3.213259e-06 4 Nonlinear solution status: time= 1.34 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.389272 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 1.976762e-03 0.000000e+00 energy 9.906903e-01 1.006185e-03 9.906903e-03 displacement 2.809045e+00 1.450939e-02 2.915777e-06 5 Nonlinear solution status: time= 1.34 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.365471 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 4.670821e-04 0.000000e+00 energy 9.906903e-01 1.605372e-04 9.906903e-03 displacement 2.809045e+00 2.337618e-03 2.820884e-06 6 Nonlinear solution status: time= 1.34 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.437246 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 2.362062e-04 0.000000e+00 energy 9.906903e-01 3.105123e-05 9.906903e-03 displacement 2.809045e+00 1.159311e-04 2.806253e-06 7 Nonlinear solution status: time= 1.34 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 4.666982e-06 0.000000e+00 energy 9.906903e-01 1.702214e-06 9.906903e-03 displacement 2.809045e+00 7.904141e-05 2.829671e-06 8 Nonlinear solution status: time= 1.34 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.167529e+01 5.341101e-07 0.000000e+00 energy 9.906903e-01 2.307926e-07 9.906903e-03 displacement 2.809045e+00 1.755747e-06 2.828049e-06 ------- converged at time : 1.34 ]0;(step 2/2: 34%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061466 1 Nonlinear solution status: time= 1.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 2.472797e-02 0.000000e+00 energy 1.038133e+00 4.119495e-03 1.038133e-02 displacement 2.996105e+00 2.996105e+00 2.996105e-06 2 Nonlinear solution status: time= 1.35 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616581 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 2.349158e-02 0.000000e+00 energy 1.038133e+00 1.151350e-02 1.038133e-02 displacement 2.996105e+00 1.476914e-01 3.887636e-06 3 Nonlinear solution status: time= 1.35 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 2.030930e-03 0.000000e+00 energy 1.038133e+00 2.874110e-03 1.038133e-02 displacement 2.996105e+00 3.537209e-02 3.287747e-06 4 Nonlinear solution status: time= 1.35 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.563058 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 3.470874e-04 0.000000e+00 energy 1.038133e+00 1.056462e-03 1.038133e-02 displacement 2.996105e+00 1.593748e-02 3.048829e-06 5 Nonlinear solution status: time= 1.35 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.351550 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 1.750949e-04 0.000000e+00 energy 1.038133e+00 2.233577e-04 1.038133e-02 displacement 2.996105e+00 1.544282e-03 2.963971e-06 6 Nonlinear solution status: time= 1.35 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.288447 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 9.133993e-05 0.000000e+00 energy 1.038133e+00 8.798092e-05 1.038133e-02 displacement 2.996105e+00 4.840596e-04 2.916351e-06 7 Nonlinear solution status: time= 1.35 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.249714 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 3.933103e-05 0.000000e+00 energy 1.038133e+00 2.324185e-05 1.038133e-02 displacement 2.996105e+00 1.860580e-04 2.887080e-06 8 Nonlinear solution status: time= 1.35 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 1.303494e-05 0.000000e+00 energy 1.038133e+00 8.017611e-06 1.038133e-02 displacement 2.996105e+00 2.825955e-05 2.896583e-06 9 Nonlinear solution status: time= 1.35 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 3.131501e-07 0.000000e+00 energy 1.038133e+00 2.545552e-07 1.038133e-02 displacement 2.996105e+00 4.864642e-06 2.892220e-06 10 Nonlinear solution status: time= 1.35 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.224577e+01 5.014446e-09 0.000000e+00 energy 1.038133e+00 4.456906e-09 1.038133e-02 displacement 2.996105e+00 2.320185e-07 2.892999e-06 ------- converged at time : 1.35 ]0;(step 2/2: 35%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061520 1 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 3.721672e-02 0.000000e+00 energy 1.083007e+00 8.180302e-04 1.083007e-02 displacement 3.180849e+00 3.180849e+00 3.180849e-06 2 Nonlinear solution status: time= 1.36 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.602207 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 7.472146e-02 0.000000e+00 energy 1.083007e+00 2.738751e-02 1.083007e-02 displacement 3.180849e+00 3.828332e-01 4.754786e-06 3 Nonlinear solution status: time= 1.36 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 4.776919e-03 0.000000e+00 energy 1.083007e+00 6.280925e-03 1.083007e-02 displacement 3.180849e+00 9.736615e-02 3.630088e-06 4 Nonlinear solution status: time= 1.36 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.519006 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 1.898924e-03 0.000000e+00 energy 1.083007e+00 2.266579e-03 1.083007e-02 displacement 3.180849e+00 3.302347e-02 3.374159e-06 5 Nonlinear solution status: time= 1.36 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.281038 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 7.852824e-04 0.000000e+00 energy 1.083007e+00 6.181204e-04 1.083007e-02 displacement 3.180849e+00 5.238497e-03 3.245180e-06 6 Nonlinear solution status: time= 1.36 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.243022 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 4.564425e-04 0.000000e+00 energy 1.083007e+00 2.657529e-04 1.083007e-02 displacement 3.180849e+00 1.363695e-03 3.170158e-06 7 Nonlinear solution status: time= 1.36 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.235496 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 2.484540e-04 0.000000e+00 energy 1.083007e+00 1.354099e-04 1.083007e-02 displacement 3.180849e+00 6.961862e-04 3.115429e-06 8 Nonlinear solution status: time= 1.36 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.115496 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 1.599393e-04 0.000000e+00 energy 1.083007e+00 1.799518e-05 1.083007e-02 displacement 3.180849e+00 7.864174e-05 3.098799e-06 9 Nonlinear solution status: time= 1.36 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 1.062706e-05 0.000000e+00 energy 1.083007e+00 3.210582e-06 1.083007e-02 displacement 3.180849e+00 7.943964e-05 3.090496e-06 10 Nonlinear solution status: time= 1.36 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.578247 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 6.412349e-06 0.000000e+00 energy 1.083007e+00 2.083188e-06 1.083007e-02 displacement 3.180849e+00 8.057310e-06 3.093522e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061628 11 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246953e+01 5.426141e-09 0.000000e+00 energy 1.083007e+00 8.612783e-11 1.083007e-02 displacement 3.180849e+00 1.486918e-06 3.094681e-06 ------- converged at time : 1.36 ]0;(step 2/2: 36%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061628 1 Nonlinear solution status: time= 1.37 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 2.362145e-02 0.000000e+00 energy 1.200821e+00 7.092961e-03 1.200821e-02 displacement 3.448958e+00 3.448958e+00 3.448958e-06 2 Nonlinear solution status: time= 1.37 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 4.567772e-03 0.000000e+00 energy 1.200821e+00 1.948519e-03 1.200821e-02 displacement 3.448958e+00 2.529035e-02 3.426274e-06 3 Nonlinear solution status: time= 1.37 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 7.433946e-04 0.000000e+00 energy 1.200821e+00 4.837715e-04 1.200821e-02 displacement 3.448958e+00 4.442562e-03 3.271734e-06 4 Nonlinear solution status: time= 1.37 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.532731 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 7.500947e-05 0.000000e+00 energy 1.200821e+00 5.395319e-06 1.200821e-02 displacement 3.448958e+00 8.509968e-04 3.248647e-06 5 Nonlinear solution status: time= 1.37 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.565570 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 2.503972e-05 0.000000e+00 energy 1.200821e+00 2.519648e-06 1.200821e-02 displacement 3.448958e+00 1.066692e-04 3.269725e-06 6 Nonlinear solution status: time= 1.37 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 1.779406e-05 0.000000e+00 energy 1.200821e+00 4.452355e-06 1.200821e-02 displacement 3.448958e+00 6.151269e-05 3.285199e-06 7 Nonlinear solution status: time= 1.37 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 6.671986e-07 0.000000e+00 energy 1.200821e+00 2.390352e-08 1.200821e-02 displacement 3.448958e+00 2.424515e-05 3.274487e-06 8 Nonlinear solution status: time= 1.37 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.333519e+01 3.079351e-07 0.000000e+00 energy 1.200821e+00 4.686767e-08 1.200821e-02 displacement 3.448958e+00 8.761476e-07 3.273458e-06 ------- converged at time : 1.37 ]0;(step 2/2: 37%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061700 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 3.661706e-02 0.000000e+00 energy 1.245917e+00 1.269617e-05 1.245917e-02 displacement 3.582243e+00 3.582243e+00 3.582243e-06 2 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 2.154567e-02 0.000000e+00 energy 1.245917e+00 1.213610e-02 1.245917e-02 displacement 3.582243e+00 2.304408e-01 5.085594e-06 3 Nonlinear solution status: time= 1.38 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 2.787198e-03 0.000000e+00 energy 1.245917e+00 2.971260e-03 1.245917e-02 displacement 3.582243e+00 7.125738e-02 4.098579e-06 4 Nonlinear solution status: time= 1.38 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.541737 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 1.144162e-03 0.000000e+00 energy 1.245917e+00 9.434553e-04 1.245917e-02 displacement 3.582243e+00 2.248988e-02 3.623092e-06 5 Nonlinear solution status: time= 1.38 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.319113 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 7.026178e-04 0.000000e+00 energy 1.245917e+00 2.811953e-04 1.245917e-02 displacement 3.582243e+00 2.187471e-03 3.506367e-06 6 Nonlinear solution status: time= 1.38 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.157202 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 3.677594e-04 0.000000e+00 energy 1.245917e+00 6.055524e-05 1.245917e-02 displacement 3.582243e+00 3.611543e-04 3.450608e-06 7 Nonlinear solution status: time= 1.38 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.450630 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 2.412613e-04 0.000000e+00 energy 1.245917e+00 2.687243e-05 1.245917e-02 displacement 3.582243e+00 1.152662e-04 3.448586e-06 8 Nonlinear solution status: time= 1.38 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 1.534723e-04 0.000000e+00 energy 1.245917e+00 5.828396e-05 1.245917e-02 displacement 3.582243e+00 3.306141e-04 3.492723e-06 9 Nonlinear solution status: time= 1.38 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 1.138498e-05 0.000000e+00 energy 1.245917e+00 1.241403e-06 1.245917e-02 displacement 3.582243e+00 5.242692e-05 3.493263e-06 10 Nonlinear solution status: time= 1.38 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 9.987543e-06 0.000000e+00 energy 1.245917e+00 2.872269e-06 1.245917e-02 displacement 3.582243e+00 5.342810e-05 3.471516e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061808 11 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 7.497318e-08 0.000000e+00 energy 1.245917e+00 5.334589e-08 1.245917e-02 displacement 3.582243e+00 9.772497e-06 3.480637e-06 12 Nonlinear solution status: time= 1.38 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.358349e+01 8.362340e-10 0.000000e+00 energy 1.245917e+00 7.270969e-10 1.245917e-02 displacement 3.582243e+00 5.193798e-09 3.480671e-06 ------- converged at time : 1.38 ]0;(step 2/2: 38%) 006UL_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 ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061808 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 1.640880e+01 9.311568e-02 0.000000e+00 energy 1.436926e+00 1.371888e-02 1.436926e-02 displacement 4.264283e+00 4.264283e+00 4.264283e-06 2 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.594814 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.778088e-01 0.000000e+00 energy 1.436926e+00 6.685751e-02 1.436926e-02 displacement 4.264283e+00 1.097564e+00 8.292767e-06 3 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.975525e-02 0.000000e+00 energy 1.436926e+00 1.469142e-02 1.436926e-02 displacement 4.264283e+00 2.805453e-01 5.680033e-06 4 Nonlinear solution status: time= 1.39 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.263538 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.963888e-02 0.000000e+00 energy 1.436926e+00 3.871746e-03 1.436926e-02 displacement 4.264283e+00 8.971966e-02 4.662625e-06 5 Nonlinear solution status: time= 1.39 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.293565 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 6.547861e-03 0.000000e+00 energy 1.436926e+00 2.463063e-03 1.436926e-02 displacement 4.264283e+00 2.437139e-02 4.371226e-06 6 Nonlinear solution status: time= 1.39 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.246730 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 2.877227e-03 0.000000e+00 energy 1.436926e+00 1.058910e-03 1.436926e-02 displacement 4.264283e+00 6.864248e-03 4.242702e-06 7 Nonlinear solution status: time= 1.39 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.235773 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.434215e-03 0.000000e+00 energy 1.436926e+00 5.484397e-04 1.436926e-02 displacement 4.264283e+00 3.657054e-03 4.118882e-06 8 Nonlinear solution status: time= 1.39 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.279563 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.016361e-03 0.000000e+00 energy 1.436926e+00 1.875159e-05 1.436926e-02 displacement 4.264283e+00 1.489868e-03 4.080218e-06 9 Nonlinear solution status: time= 1.39 stiffness updates = 8 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 0.074395 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.017099e-03 0.000000e+00 energy 1.436926e+00 3.753545e-05 1.436926e-02 displacement 4.264283e+00 2.611791e-04 4.075714e-06 10 Nonlinear solution status: time= 1.39 stiffness updates = 9 right hand side evaluations = 20 stiffness matrix reformations = 1 step from line search = 0.622478 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.451832e-04 0.000000e+00 energy 1.436926e+00 3.592240e-05 1.436926e-02 displacement 4.264283e+00 1.769734e-03 4.167438e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061934 11 Nonlinear solution status: time= 1.39 stiffness updates = 0 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 8.900781e-06 0.000000e+00 energy 1.436926e+00 4.767469e-06 1.436926e-02 displacement 4.264283e+00 1.581417e-04 4.200229e-06 12 Nonlinear solution status: time= 1.39 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 1.371315e-06 0.000000e+00 energy 1.436926e+00 4.803916e-07 1.436926e-02 displacement 4.264283e+00 6.960775e-05 4.217620e-06 13 Nonlinear solution status: time= 1.39 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.640880e+01 2.588399e-08 0.000000e+00 energy 1.436926e+00 1.130775e-08 1.436926e-02 displacement 4.264283e+00 4.168599e-06 4.221102e-06 ------- converged at time : 1.39 ]0;(step 2/2: 39%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 31 : 1.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061934 1 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 5.641298e-02 0.000000e+00 energy 1.743254e+00 1.054942e-02 1.743254e-02 displacement 4.724344e+00 4.724344e+00 4.724344e-06 2 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 8.953324e-02 0.000000e+00 energy 1.743254e+00 3.508665e-02 1.743254e-02 displacement 4.724344e+00 2.872058e-01 6.070084e-06 3 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 1.184310e-02 0.000000e+00 energy 1.743254e+00 7.715778e-03 1.743254e-02 displacement 4.724344e+00 1.128370e-01 4.792234e-06 4 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.289680 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 6.951124e-03 0.000000e+00 energy 1.743254e+00 1.658563e-03 1.743254e-02 displacement 4.724344e+00 1.663535e-02 4.425730e-06 5 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.243342 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 3.319905e-03 0.000000e+00 energy 1.743254e+00 9.745405e-04 1.743254e-02 displacement 4.724344e+00 6.224588e-03 4.190086e-06 6 Nonlinear solution status: time= 1.4 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.322945 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 1.467382e-03 0.000000e+00 energy 1.743254e+00 4.440112e-04 1.743254e-02 displacement 4.724344e+00 3.727103e-03 4.024381e-06 7 Nonlinear solution status: time= 1.4 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.261311 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 4.537657e-04 0.000000e+00 energy 1.743254e+00 1.573156e-04 1.743254e-02 displacement 4.724344e+00 1.457304e-03 3.933090e-06 8 Nonlinear solution status: time= 1.4 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.309526 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 2.057252e-04 0.000000e+00 energy 1.743254e+00 5.206506e-05 1.743254e-02 displacement 4.724344e+00 7.412777e-04 3.876316e-06 9 Nonlinear solution status: time= 1.4 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.186397 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 1.114580e-04 0.000000e+00 energy 1.743254e+00 1.729177e-05 1.743254e-02 displacement 4.724344e+00 2.419030e-04 3.846958e-06 10 Nonlinear solution status: time= 1.4 stiffness updates = 9 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 0.196978 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 1.279858e-04 0.000000e+00 energy 1.743254e+00 3.011825e-06 1.743254e-02 displacement 4.724344e+00 9.693595e-05 3.827763e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061916 11 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 1.794667e-05 0.000000e+00 energy 1.743254e+00 9.304420e-07 1.743254e-02 displacement 4.724344e+00 4.147335e-04 3.795099e-06 12 Nonlinear solution status: time= 1.4 stiffness updates = 1 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 1.538246e-05 0.000000e+00 energy 1.743254e+00 4.343604e-06 1.743254e-02 displacement 4.724344e+00 6.192758e-05 3.800342e-06 13 Nonlinear solution status: time= 1.4 stiffness updates = 2 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 8.623619e-07 0.000000e+00 energy 1.743254e+00 5.334907e-07 1.743254e-02 displacement 4.724344e+00 4.891503e-06 3.796828e-06 14 Nonlinear solution status: time= 1.4 stiffness updates = 3 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 4.887928e-07 0.000000e+00 energy 1.743254e+00 1.829267e-08 1.743254e-02 displacement 4.724344e+00 1.030147e-05 3.789936e-06 15 Nonlinear solution status: time= 1.4 stiffness updates = 4 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.102971e+01 8.220933e-08 0.000000e+00 energy 1.743254e+00 3.276071e-09 1.743254e-02 displacement 4.724344e+00 2.303705e-06 3.787630e-06 ------- converged at time : 1.4 ]0;(step 2/2: 40%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 32 : 1.41 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061916 1 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 8.588810e-02 0.000000e+00 energy 1.968676e+00 1.407139e-02 1.968676e-02 displacement 5.024861e+00 5.024861e+00 5.024861e-06 2 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.597114 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 1.601776e-01 0.000000e+00 energy 1.968676e+00 2.809069e-02 1.968676e-02 displacement 5.024861e+00 6.404945e-01 4.926292e-06 3 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 1.037555e-02 0.000000e+00 energy 1.968676e+00 7.509139e-03 1.968676e-02 displacement 5.024861e+00 2.923069e-02 4.532600e-06 4 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.415673 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 3.478479e-03 0.000000e+00 energy 1.968676e+00 2.832539e-03 1.968676e-02 displacement 5.024861e+00 3.960309e-02 4.552688e-06 5 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.245760 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 1.924829e-03 0.000000e+00 energy 1.968676e+00 9.352846e-04 1.968676e-02 displacement 5.024861e+00 2.947371e-03 4.439997e-06 6 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.199171 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 1.222788e-03 0.000000e+00 energy 1.968676e+00 4.505251e-04 1.968676e-02 displacement 5.024861e+00 1.998077e-03 4.432177e-06 7 Nonlinear solution status: time= 1.41 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.175424 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 8.007553e-04 0.000000e+00 energy 1.968676e+00 2.575953e-04 1.968676e-02 displacement 5.024861e+00 5.614330e-04 4.382992e-06 8 Nonlinear solution status: time= 1.41 stiffness updates = 7 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.108458 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 2.912020e-04 0.000000e+00 energy 1.968676e+00 5.741821e-05 1.968676e-02 displacement 5.024861e+00 1.146481e-04 4.368039e-06 9 Nonlinear solution status: time= 1.41 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 8.402504e-05 0.000000e+00 energy 1.968676e+00 2.204944e-06 1.968676e-02 displacement 5.024861e+00 1.503504e-03 4.296315e-06 10 Nonlinear solution status: time= 1.41 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 1.581813e-04 0.000000e+00 energy 1.968676e+00 1.869606e-05 1.968676e-02 displacement 5.024861e+00 1.448239e-04 4.318010e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061988 11 Nonlinear solution status: time= 1.41 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 0.373123 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 1.175469e-04 0.000000e+00 energy 1.968676e+00 1.028284e-05 1.968676e-02 displacement 5.024861e+00 2.067998e-04 4.281492e-06 12 Nonlinear solution status: time= 1.41 stiffness updates = 1 right hand side evaluations = 22 stiffness matrix reformations = 2 step from line search = 0.488084 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 5.493090e-05 0.000000e+00 energy 1.968676e+00 8.562067e-06 1.968676e-02 displacement 5.024861e+00 3.664640e-05 4.272180e-06 13 Nonlinear solution status: time= 1.41 stiffness updates = 2 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 5.024552e-05 0.000000e+00 energy 1.968676e+00 1.397570e-05 1.968676e-02 displacement 5.024861e+00 3.105329e-04 4.309899e-06 14 Nonlinear solution status: time= 1.41 stiffness updates = 3 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 7.486254e-06 0.000000e+00 energy 1.968676e+00 2.218373e-06 1.968676e-02 displacement 5.024861e+00 6.312778e-05 4.294395e-06 15 Nonlinear solution status: time= 1.41 stiffness updates = 4 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.574674 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 8.816261e-07 0.000000e+00 energy 1.968676e+00 3.066879e-07 1.968676e-02 displacement 5.024861e+00 1.302516e-05 4.285923e-06 16 Nonlinear solution status: time= 1.41 stiffness updates = 5 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.554217e+01 8.603447e-09 0.000000e+00 energy 1.968676e+00 4.343243e-10 1.968676e-02 displacement 5.024861e+00 6.398589e-07 4.287346e-06 ------- converged at time : 1.41 ]0;(step 2/2: 41%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 33 : 1.42 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31061988 1 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 1.178177e-01 0.000000e+00 energy 2.154620e+00 3.636149e-02 2.154620e-02 displacement 5.514699e+00 5.514699e+00 5.514699e-06 2 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.599662 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 1.424837e-01 0.000000e+00 energy 2.154620e+00 3.897217e-02 2.154620e-02 displacement 5.514699e+00 4.772907e-01 8.607955e-06 3 Nonlinear solution status: time= 1.42 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 1.125278e-02 0.000000e+00 energy 2.154620e+00 8.844307e-03 2.154620e-02 displacement 5.514699e+00 2.092549e-01 6.548413e-06 4 Nonlinear solution status: time= 1.42 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.431237 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 4.110963e-03 0.000000e+00 energy 2.154620e+00 3.323345e-03 2.154620e-02 displacement 5.514699e+00 2.896076e-02 5.940064e-06 5 Nonlinear solution status: time= 1.42 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.326897 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 1.710484e-03 0.000000e+00 energy 2.154620e+00 9.328963e-04 2.154620e-02 displacement 5.514699e+00 4.769520e-03 5.713161e-06 6 Nonlinear solution status: time= 1.42 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.244336 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 6.980131e-04 0.000000e+00 energy 2.154620e+00 3.852089e-04 2.154620e-02 displacement 5.514699e+00 1.291180e-03 5.613825e-06 7 Nonlinear solution status: time= 1.42 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.220527 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 3.686356e-04 0.000000e+00 energy 2.154620e+00 1.785874e-04 2.154620e-02 displacement 5.514699e+00 4.946805e-04 5.551456e-06 8 Nonlinear solution status: time= 1.42 stiffness updates = 7 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 0.207028 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 8.321327e-05 0.000000e+00 energy 2.154620e+00 8.114175e-06 2.154620e-02 displacement 5.514699e+00 2.340230e-04 5.502828e-06 9 Nonlinear solution status: time= 1.42 stiffness updates = 8 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 0.629186 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 3.685703e-05 0.000000e+00 energy 2.154620e+00 3.878922e-06 2.154620e-02 displacement 5.514699e+00 1.203425e-04 5.476828e-06 10 Nonlinear solution status: time= 1.42 stiffness updates = 9 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 2.856089e-05 0.000000e+00 energy 2.154620e+00 8.417427e-06 2.154620e-02 displacement 5.514699e+00 2.020066e-04 5.443973e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062024 11 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 6.639433e-07 0.000000e+00 energy 2.154620e+00 2.266778e-08 2.154620e-02 displacement 5.514699e+00 9.323617e-05 5.467070e-06 12 Nonlinear solution status: time= 1.42 stiffness updates = 1 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.721745e+01 3.410233e-08 0.000000e+00 energy 2.154620e+00 1.314112e-08 2.154620e-02 displacement 5.514699e+00 2.119989e-07 5.466963e-06 ------- converged at time : 1.42 ]0;(step 2/2: 42%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 34 : 1.43 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062024 1 Nonlinear solution status: time= 1.43 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 6.214207e-02 0.000000e+00 energy 2.441762e+00 1.231734e-02 2.441762e-02 displacement 5.693438e+00 5.693438e+00 5.693438e-06 2 Nonlinear solution status: time= 1.43 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 1.066206e-02 0.000000e+00 energy 2.441762e+00 2.583954e-03 2.441762e-02 displacement 5.693438e+00 2.774459e-02 6.104190e-06 3 Nonlinear solution status: time= 1.43 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 2.571148e-03 0.000000e+00 energy 2.441762e+00 6.724942e-04 2.441762e-02 displacement 5.693438e+00 2.069446e-02 5.683937e-06 4 Nonlinear solution status: time= 1.43 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.474137 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 2.749949e-04 0.000000e+00 energy 2.441762e+00 4.437405e-05 2.441762e-02 displacement 5.693438e+00 8.494405e-04 5.584736e-06 5 Nonlinear solution status: time= 1.43 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 1.450465e-05 0.000000e+00 energy 2.441762e+00 4.304351e-06 2.441762e-02 displacement 5.693438e+00 2.149012e-04 5.563709e-06 6 Nonlinear solution status: time= 1.43 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 3.799699e-06 0.000000e+00 energy 2.441762e+00 2.993607e-07 2.441762e-02 displacement 5.693438e+00 1.591504e-05 5.555197e-06 7 Nonlinear solution status: time= 1.43 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337886e+01 1.400384e-06 0.000000e+00 energy 2.441762e+00 1.001106e-07 2.441762e-02 displacement 5.693438e+00 1.470033e-06 5.557235e-06 ------- converged at time : 1.43 ]0;(step 2/2: 43%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 35 : 1.44 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062024 1 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 6.022404e-02 0.000000e+00 energy 2.503622e+00 7.868556e-03 2.503622e-02 displacement 5.659059e+00 5.659059e+00 5.659059e-06 2 Nonlinear solution status: time= 1.44 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 2.569351e-02 0.000000e+00 energy 2.503622e+00 6.331060e-03 2.503622e-02 displacement 5.659059e+00 1.103849e-01 5.691860e-06 3 Nonlinear solution status: time= 1.44 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 7.104176e-03 0.000000e+00 energy 2.503622e+00 7.955508e-04 2.503622e-02 displacement 5.659059e+00 1.100137e-02 5.534116e-06 4 Nonlinear solution status: time= 1.44 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.468929 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 3.399549e-03 0.000000e+00 energy 2.503622e+00 1.125640e-04 2.503622e-02 displacement 5.659059e+00 1.042736e-02 5.501397e-06 5 Nonlinear solution status: time= 1.44 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.427820 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 1.465460e-03 0.000000e+00 energy 2.503622e+00 1.892890e-04 2.503622e-02 displacement 5.659059e+00 1.742185e-03 5.369077e-06 6 Nonlinear solution status: time= 1.44 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 9.926811e-04 0.000000e+00 energy 2.503622e+00 2.512123e-04 2.503622e-02 displacement 5.659059e+00 8.843654e-04 5.394455e-06 7 Nonlinear solution status: time= 1.44 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 1.817145e-04 0.000000e+00 energy 2.503622e+00 2.879855e-05 2.503622e-02 displacement 5.659059e+00 1.217796e-03 5.337031e-06 8 Nonlinear solution status: time= 1.44 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 1.148916e-04 0.000000e+00 energy 2.503622e+00 2.087190e-05 2.503622e-02 displacement 5.659059e+00 2.353130e-04 5.357894e-06 9 Nonlinear solution status: time= 1.44 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 7.542252e-06 0.000000e+00 energy 2.503622e+00 5.483903e-07 2.503622e-02 displacement 5.659059e+00 3.562607e-05 5.343363e-06 10 Nonlinear solution status: time= 1.44 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.559034 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 1.267080e-06 0.000000e+00 energy 2.503622e+00 4.410134e-07 2.503622e-02 displacement 5.659059e+00 5.695358e-06 5.348688e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062042 11 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.631299e+01 1.499487e-08 0.000000e+00 energy 2.503622e+00 6.124019e-09 2.503622e-02 displacement 5.659059e+00 8.756166e-07 5.346139e-06 ------- converged at time : 1.44 ]0;(step 2/2: 44%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 36 : 1.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062042 1 Nonlinear solution status: time= 1.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 7.158137e-02 0.000000e+00 energy 2.743958e+00 5.195758e-03 2.743958e-02 displacement 5.829685e+00 5.829685e+00 5.829685e-06 2 Nonlinear solution status: time= 1.45 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 6.939415e-03 0.000000e+00 energy 2.743958e+00 4.215491e-04 2.743958e-02 displacement 5.829685e+00 1.754560e-02 5.919264e-06 3 Nonlinear solution status: time= 1.45 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 2.665176e-03 0.000000e+00 energy 2.743958e+00 5.816556e-04 2.743958e-02 displacement 5.829685e+00 1.830377e-02 5.500168e-06 4 Nonlinear solution status: time= 1.45 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 7.784692e-05 0.000000e+00 energy 2.743958e+00 2.217388e-05 2.743958e-02 displacement 5.829685e+00 1.689336e-03 5.623042e-06 5 Nonlinear solution status: time= 1.45 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 2.156561e-05 0.000000e+00 energy 2.743958e+00 1.424683e-06 2.743958e-02 displacement 5.829685e+00 1.174018e-05 5.617058e-06 6 Nonlinear solution status: time= 1.45 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 1.243450e-05 0.000000e+00 energy 2.743958e+00 2.358642e-07 2.743958e-02 displacement 5.829685e+00 6.159213e-06 5.617825e-06 7 Nonlinear solution status: time= 1.45 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 1.227563e-06 0.000000e+00 energy 2.743958e+00 2.751254e-08 2.743958e-02 displacement 5.829685e+00 1.121539e-05 5.626878e-06 8 Nonlinear solution status: time= 1.45 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.205778e+01 2.525819e-07 0.000000e+00 energy 2.743958e+00 2.014593e-08 2.743958e-02 displacement 5.829685e+00 1.356275e-06 5.630428e-06 ------- converged at time : 1.45 ]0;(step 2/2: 45%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 37 : 1.46 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062060 1 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 5.352901e-02 0.000000e+00 energy 2.858736e+00 5.393631e-03 2.858736e-02 displacement 5.884555e+00 5.884555e+00 5.884555e-06 2 Nonlinear solution status: time= 1.46 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 3.738181e-03 0.000000e+00 energy 2.858736e+00 2.481894e-05 2.858736e-02 displacement 5.884555e+00 2.261884e-02 5.759481e-06 3 Nonlinear solution status: time= 1.46 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 1.752281e-03 0.000000e+00 energy 2.858736e+00 6.214000e-04 2.858736e-02 displacement 5.884555e+00 6.454773e-03 5.507691e-06 4 Nonlinear solution status: time= 1.46 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 1.172219e-04 0.000000e+00 energy 2.858736e+00 8.111608e-05 2.858736e-02 displacement 5.884555e+00 1.527906e-03 5.622709e-06 5 Nonlinear solution status: time= 1.46 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 1.332617e-05 0.000000e+00 energy 2.858736e+00 1.131664e-05 2.858736e-02 displacement 5.884555e+00 1.155032e-04 5.616600e-06 6 Nonlinear solution status: time= 1.46 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.341461 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 6.287565e-06 0.000000e+00 energy 2.858736e+00 4.666027e-07 2.858736e-02 displacement 5.884555e+00 1.916369e-05 5.618447e-06 7 Nonlinear solution status: time= 1.46 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 2.195096e-06 0.000000e+00 energy 2.858736e+00 5.912179e-07 2.858736e-02 displacement 5.884555e+00 3.066645e-05 5.603222e-06 8 Nonlinear solution status: time= 1.46 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.744226e+01 3.784370e-07 0.000000e+00 energy 2.858736e+00 9.914918e-08 2.858736e-02 displacement 5.884555e+00 2.147376e-06 5.605956e-06 ------- converged at time : 1.46 ]0;(step 2/2: 46%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 38 : 1.47 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062060 1 Nonlinear solution status: time= 1.47 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 5.098183e-02 0.000000e+00 energy 2.945015e+00 8.278475e-03 2.945015e-02 displacement 5.851852e+00 5.851852e+00 5.851852e-06 2 Nonlinear solution status: time= 1.47 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 4.314015e-03 0.000000e+00 energy 2.945015e+00 2.030457e-04 2.945015e-02 displacement 5.851852e+00 1.110492e-02 5.997096e-06 3 Nonlinear solution status: time= 1.47 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.622354 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 1.006757e-03 0.000000e+00 energy 2.945015e+00 5.976907e-05 2.945015e-02 displacement 5.851852e+00 4.435285e-03 5.753424e-06 4 Nonlinear solution status: time= 1.47 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 2.601522e-04 0.000000e+00 energy 2.945015e+00 1.068059e-05 2.945015e-02 displacement 5.851852e+00 1.830179e-04 5.744602e-06 5 Nonlinear solution status: time= 1.47 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 1.946225e-04 0.000000e+00 energy 2.945015e+00 3.047362e-05 2.945015e-02 displacement 5.851852e+00 8.858456e-05 5.763895e-06 6 Nonlinear solution status: time= 1.47 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 6.575330e-05 0.000000e+00 energy 2.945015e+00 1.083932e-05 2.945015e-02 displacement 5.851852e+00 1.910660e-04 5.728857e-06 7 Nonlinear solution status: time= 1.47 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 1.020000e-05 0.000000e+00 energy 2.945015e+00 2.496274e-06 2.945015e-02 displacement 5.851852e+00 1.332292e-05 5.737544e-06 8 Nonlinear solution status: time= 1.47 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.042343e+01 4.508831e-07 0.000000e+00 energy 2.945015e+00 1.650624e-07 2.945015e-02 displacement 5.851852e+00 1.424419e-06 5.738703e-06 ------- converged at time : 1.47 ]0;(step 2/2: 47%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 39 : 1.48 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062132 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 6.242166e-02 0.000000e+00 energy 3.212108e+00 5.211435e-03 3.212108e-02 displacement 6.115046e+00 6.115046e+00 6.115046e-06 2 Nonlinear solution status: time= 1.48 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 7.495772e-03 0.000000e+00 energy 3.212108e+00 2.426814e-03 3.212108e-02 displacement 6.115046e+00 4.141938e-02 6.399736e-06 3 Nonlinear solution status: time= 1.48 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 1.897341e-03 0.000000e+00 energy 3.212108e+00 4.761177e-04 3.212108e-02 displacement 6.115046e+00 1.264561e-02 6.193722e-06 4 Nonlinear solution status: time= 1.48 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.534739 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 3.660981e-04 0.000000e+00 energy 3.212108e+00 1.239872e-04 3.212108e-02 displacement 6.115046e+00 1.736107e-03 6.148839e-06 5 Nonlinear solution status: time= 1.48 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.416678 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 1.284323e-04 0.000000e+00 energy 3.212108e+00 3.176078e-05 3.212108e-02 displacement 6.115046e+00 2.738346e-04 6.108323e-06 6 Nonlinear solution status: time= 1.48 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.384070 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 1.206226e-04 0.000000e+00 energy 3.212108e+00 1.239495e-05 3.212108e-02 displacement 6.115046e+00 5.232363e-05 6.094356e-06 7 Nonlinear solution status: time= 1.48 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 6.093919e-05 0.000000e+00 energy 3.212108e+00 5.506413e-06 3.212108e-02 displacement 6.115046e+00 7.118408e-05 6.084941e-06 8 Nonlinear solution status: time= 1.48 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 1.186394e-05 0.000000e+00 energy 3.212108e+00 9.448407e-07 3.212108e-02 displacement 6.115046e+00 1.555540e-05 6.094287e-06 9 Nonlinear solution status: time= 1.48 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 2.912375e-06 0.000000e+00 energy 3.212108e+00 2.919697e-07 3.212108e-02 displacement 6.115046e+00 2.572083e-05 6.107556e-06 10 Nonlinear solution status: time= 1.48 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.857614e+01 3.581505e-07 0.000000e+00 energy 3.212108e+00 4.169868e-09 3.212108e-02 displacement 6.115046e+00 1.055331e-06 6.106637e-06 ------- converged at time : 1.48 ]0;(step 2/2: 48%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 40 : 1.49 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 1 Nonlinear solution status: time= 1.49 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 4.757743e-02 0.000000e+00 energy 3.249712e+00 1.031136e-02 3.249712e-02 displacement 6.156620e+00 6.156620e+00 6.156620e-06 2 Nonlinear solution status: time= 1.49 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 5.991165e-03 0.000000e+00 energy 3.249712e+00 5.256027e-04 3.249712e-02 displacement 6.156620e+00 1.452333e-02 6.492369e-06 3 Nonlinear solution status: time= 1.49 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 1.430611e-03 0.000000e+00 energy 3.249712e+00 4.035442e-05 3.249712e-02 displacement 6.156620e+00 5.765247e-03 6.241575e-06 4 Nonlinear solution status: time= 1.49 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 3.676767e-04 0.000000e+00 energy 3.249712e+00 1.372829e-04 3.249712e-02 displacement 6.156620e+00 2.308081e-03 6.091225e-06 5 Nonlinear solution status: time= 1.49 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 4.601891e-04 0.000000e+00 energy 3.249712e+00 8.418367e-05 3.249712e-02 displacement 6.156620e+00 4.038036e-04 6.129642e-06 6 Nonlinear solution status: time= 1.49 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 5.858717e-05 0.000000e+00 energy 3.249712e+00 1.176291e-06 3.249712e-02 displacement 6.156620e+00 9.378093e-05 6.148251e-06 7 Nonlinear solution status: time= 1.49 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.557841 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 5.390859e-05 0.000000e+00 energy 3.249712e+00 2.420328e-06 3.249712e-02 displacement 6.156620e+00 2.302801e-05 6.138718e-06 8 Nonlinear solution status: time= 1.49 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.511911 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 3.331002e-05 0.000000e+00 energy 3.249712e+00 3.069441e-06 3.249712e-02 displacement 6.156620e+00 3.040067e-05 6.123705e-06 9 Nonlinear solution status: time= 1.49 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 2.618621e-06 0.000000e+00 energy 3.249712e+00 1.024700e-06 3.249712e-02 displacement 6.156620e+00 6.501086e-06 6.121961e-06 10 Nonlinear solution status: time= 1.49 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.772868e+01 6.469528e-09 0.000000e+00 energy 3.249712e+00 4.206992e-10 3.249712e-02 displacement 6.156620e+00 6.100031e-07 6.123714e-06 ------- converged at time : 1.49 ]0;(step 2/2: 49%) 006UL_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 41 : 1.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 5.856322e+01 4.060500e-02 0.000000e+00 energy 3.297821e+00 1.240146e-02 3.297821e-02 displacement 6.283519e+00 6.283519e+00 6.283519e-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 5.856322e+01 1.092005e-02 0.000000e+00 energy 3.297821e+00 1.708402e-03 3.297821e-02 displacement 6.283519e+00 1.897357e-02 6.546174e-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 5.856322e+01 7.670961e-03 0.000000e+00 energy 3.297821e+00 9.248949e-04 3.297821e-02 displacement 6.283519e+00 1.112171e-02 6.694029e-06 4 Nonlinear solution status: time= 1.5 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856322e+01 1.367598e-03 0.000000e+00 energy 3.297821e+00 6.708889e-05 3.297821e-02 displacement 6.283519e+00 4.949470e-03 6.474030e-06 5 Nonlinear solution status: time= 1.5 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.569891 convergence norms : INITIAL CURRENT REQUIRED residual 5.856322e+01 5.211224e-04 0.000000e+00 energy 3.297821e+00 7.081096e-05 3.297821e-02 displacement 6.283519e+00 8.697312e-04 6.416780e-06 6 Nonlinear solution status: time= 1.5 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856322e+01 1.276560e-05 0.000000e+00 energy 3.297821e+00 4.207065e-06 3.297821e-02 displacement 6.283519e+00 4.467766e-05 6.415020e-06 7 Nonlinear solution status: time= 1.5 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.856322e+01 3.971904e-07 0.000000e+00 energy 3.297821e+00 1.255334e-08 3.297821e-02 displacement 6.283519e+00 3.013750e-06 6.413030e-06 ------- converged at time : 1.5 ]0;(step 2/2: 50%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 42 : 1.51 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.233224e+01 4.714373e-02 0.000000e+00 energy 3.415229e+00 1.898298e-03 3.415229e-02 displacement 6.279636e+00 6.279636e+00 6.279636e-06 2 Nonlinear solution status: time= 1.51 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.233224e+01 2.302799e-03 0.000000e+00 energy 3.415229e+00 5.099794e-04 3.415229e-02 displacement 6.279636e+00 1.231692e-02 6.497828e-06 3 Nonlinear solution status: time= 1.51 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.233224e+01 3.559234e-04 0.000000e+00 energy 3.415229e+00 8.529330e-06 3.415229e-02 displacement 6.279636e+00 3.640544e-04 6.454925e-06 4 Nonlinear solution status: time= 1.51 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.233224e+01 7.997180e-05 0.000000e+00 energy 3.415229e+00 4.252045e-06 3.415229e-02 displacement 6.279636e+00 4.756848e-04 6.386279e-06 5 Nonlinear solution status: time= 1.51 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.233224e+01 1.464626e-05 0.000000e+00 energy 3.415229e+00 1.481815e-07 3.415229e-02 displacement 6.279636e+00 2.085482e-05 6.400498e-06 6 Nonlinear solution status: time= 1.51 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.233224e+01 4.986152e-06 0.000000e+00 energy 3.415229e+00 9.235510e-07 3.415229e-02 displacement 6.279636e+00 1.553142e-05 6.392604e-06 7 Nonlinear solution status: time= 1.51 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.233224e+01 1.223331e-06 0.000000e+00 energy 3.415229e+00 1.547268e-07 3.415229e-02 displacement 6.279636e+00 5.405371e-06 6.399286e-06 ------- converged at time : 1.51 ]0;(step 2/2: 51%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 43 : 1.52 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.059277e+01 4.521878e-02 0.000000e+00 energy 3.378011e+00 8.444259e-03 3.378011e-02 displacement 6.311709e+00 6.311709e+00 6.311709e-06 2 Nonlinear solution status: time= 1.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.059277e+01 3.004919e-03 0.000000e+00 energy 3.378011e+00 7.727868e-04 3.378011e-02 displacement 6.311709e+00 7.519648e-03 6.305183e-06 3 Nonlinear solution status: time= 1.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.059277e+01 4.611752e-04 0.000000e+00 energy 3.378011e+00 2.101544e-05 3.378011e-02 displacement 6.311709e+00 1.780516e-03 6.177647e-06 4 Nonlinear solution status: time= 1.52 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.059277e+01 2.391675e-04 0.000000e+00 energy 3.378011e+00 3.489824e-05 3.378011e-02 displacement 6.311709e+00 3.360938e-04 6.136347e-06 5 Nonlinear solution status: time= 1.52 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.059277e+01 6.030575e-06 0.000000e+00 energy 3.378011e+00 1.921673e-06 3.378011e-02 displacement 6.311709e+00 1.736116e-05 6.140482e-06 6 Nonlinear solution status: time= 1.52 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.059277e+01 3.024199e-06 0.000000e+00 energy 3.378011e+00 8.246698e-07 3.378011e-02 displacement 6.311709e+00 5.600050e-06 6.134852e-06 ------- converged at time : 1.52 ]0;(step 2/2: 52%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 44 : 1.53 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.203230e+01 7.914733e-02 0.000000e+00 energy 3.430061e+00 1.116232e-02 3.430061e-02 displacement 6.284666e+00 6.284666e+00 6.284666e-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 6.203230e+01 7.632946e-02 0.000000e+00 energy 3.430061e+00 1.320429e-02 3.430061e-02 displacement 6.284666e+00 6.775938e-02 6.670240e-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 6.203230e+01 1.255497e-02 0.000000e+00 energy 3.430061e+00 3.324787e-03 3.430061e-02 displacement 6.284666e+00 1.246553e-02 6.529368e-06 4 Nonlinear solution status: time= 1.53 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.438569 convergence norms : INITIAL CURRENT REQUIRED residual 6.203230e+01 3.243608e-03 0.000000e+00 energy 3.430061e+00 7.740603e-04 3.430061e-02 displacement 6.284666e+00 8.608829e-03 6.249437e-06 5 Nonlinear solution status: time= 1.53 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.402882 convergence norms : INITIAL CURRENT REQUIRED residual 6.203230e+01 1.264310e-03 0.000000e+00 energy 3.430061e+00 1.873995e-04 3.430061e-02 displacement 6.284666e+00 1.614907e-03 6.132624e-06 6 Nonlinear solution status: time= 1.53 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.203230e+01 1.539889e-04 0.000000e+00 energy 3.430061e+00 9.792754e-06 3.430061e-02 displacement 6.284666e+00 2.441624e-04 6.094052e-06 7 Nonlinear solution status: time= 1.53 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.525700 convergence norms : INITIAL CURRENT REQUIRED residual 6.203230e+01 7.162023e-05 0.000000e+00 energy 3.430061e+00 1.095757e-05 3.430061e-02 displacement 6.284666e+00 4.694921e-05 6.102718e-06 8 Nonlinear solution status: time= 1.53 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.203230e+01 1.219561e-06 0.000000e+00 energy 3.430061e+00 6.017049e-07 3.430061e-02 displacement 6.284666e+00 7.366334e-05 6.078525e-06 9 Nonlinear solution status: time= 1.53 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.203230e+01 4.641155e-07 0.000000e+00 energy 3.430061e+00 7.358332e-08 3.430061e-02 displacement 6.284666e+00 2.320976e-06 6.075755e-06 ------- converged at time : 1.53 ]0;(step 2/2: 53%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 45 : 1.54 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.753580e+01 7.703615e-02 0.000000e+00 energy 3.590857e+00 2.412861e-02 3.590857e-02 displacement 6.366787e+00 6.366787e+00 6.366787e-06 2 Nonlinear solution status: time= 1.54 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 3.471831e-03 0.000000e+00 energy 3.590857e+00 7.659272e-04 3.590857e-02 displacement 6.366787e+00 1.395852e-02 6.436056e-06 3 Nonlinear solution status: time= 1.54 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 9.404499e-04 0.000000e+00 energy 3.590857e+00 2.323751e-04 3.590857e-02 displacement 6.366787e+00 2.833929e-03 6.344253e-06 4 Nonlinear solution status: time= 1.54 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 2.285078e-04 0.000000e+00 energy 3.590857e+00 6.679802e-05 3.590857e-02 displacement 6.366787e+00 7.916739e-04 6.255860e-06 5 Nonlinear solution status: time= 1.54 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.487381 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 6.716917e-05 0.000000e+00 energy 3.590857e+00 8.985450e-06 3.590857e-02 displacement 6.366787e+00 1.728892e-04 6.221629e-06 6 Nonlinear solution status: time= 1.54 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 1.008811e-05 0.000000e+00 energy 3.590857e+00 6.127371e-07 3.590857e-02 displacement 6.366787e+00 2.239802e-05 6.220432e-06 7 Nonlinear solution status: time= 1.54 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 8.911921e-07 0.000000e+00 energy 3.590857e+00 2.533554e-07 3.590857e-02 displacement 6.366787e+00 1.992930e-05 6.210329e-06 8 Nonlinear solution status: time= 1.54 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.753580e+01 3.897665e-08 0.000000e+00 energy 3.590857e+00 4.612509e-09 3.590857e-02 displacement 6.366787e+00 1.549447e-06 6.207683e-06 ------- converged at time : 1.54 ]0;(step 2/2: 54%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 46 : 1.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.527847e+01 8.247004e-02 0.000000e+00 energy 3.512150e+00 2.576977e-02 3.512150e-02 displacement 6.279454e+00 6.279454e+00 6.279454e-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 6.527847e+01 2.815229e-03 0.000000e+00 energy 3.512150e+00 1.104740e-03 3.512150e-02 displacement 6.279454e+00 2.374116e-02 6.200373e-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 6.527847e+01 7.410481e-05 0.000000e+00 energy 3.512150e+00 8.488754e-06 3.512150e-02 displacement 6.279454e+00 7.003996e-03 5.987599e-06 4 Nonlinear solution status: time= 1.55 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.527847e+01 4.736359e-06 0.000000e+00 energy 3.512150e+00 6.719787e-07 3.512150e-02 displacement 6.279454e+00 1.670523e-04 5.962215e-06 5 Nonlinear solution status: time= 1.55 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.527847e+01 1.133189e-06 0.000000e+00 energy 3.512150e+00 1.675980e-07 3.512150e-02 displacement 6.279454e+00 1.153176e-06 5.965490e-06 ------- converged at time : 1.55 ]0;(step 2/2: 55%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 47 : 1.56 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.395024e+01 8.240065e-02 0.000000e+00 energy 3.465924e+00 2.795436e-02 3.465924e-02 displacement 6.255438e+00 6.255438e+00 6.255438e-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 6.395024e+01 5.579092e-03 0.000000e+00 energy 3.465924e+00 4.992333e-05 3.465924e-02 displacement 6.255438e+00 6.190668e-02 6.094751e-06 3 Nonlinear solution status: time= 1.56 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.631904 convergence norms : INITIAL CURRENT REQUIRED residual 6.395024e+01 9.125389e-04 0.000000e+00 energy 3.465924e+00 1.273208e-04 3.465924e-02 displacement 6.255438e+00 6.928509e-03 5.825120e-06 4 Nonlinear solution status: time= 1.56 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.483190 convergence norms : INITIAL CURRENT REQUIRED residual 6.395024e+01 2.277435e-04 0.000000e+00 energy 3.465924e+00 3.269006e-05 3.465924e-02 displacement 6.255438e+00 3.077253e-04 5.816130e-06 5 Nonlinear solution status: time= 1.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.395024e+01 1.075698e-04 0.000000e+00 energy 3.465924e+00 2.351981e-05 3.465924e-02 displacement 6.255438e+00 6.160514e-04 5.770081e-06 6 Nonlinear solution status: time= 1.56 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.395024e+01 6.992656e-06 0.000000e+00 energy 3.465924e+00 4.414281e-07 3.465924e-02 displacement 6.255438e+00 1.294417e-04 5.745796e-06 7 Nonlinear solution status: time= 1.56 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.395024e+01 8.771646e-07 0.000000e+00 energy 3.465924e+00 2.656671e-07 3.465924e-02 displacement 6.255438e+00 6.815352e-06 5.754911e-06 8 Nonlinear solution status: time= 1.56 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.395024e+01 5.953489e-09 0.000000e+00 energy 3.465924e+00 3.151141e-09 3.465924e-02 displacement 6.255438e+00 2.424190e-07 5.753830e-06 ------- converged at time : 1.56 ]0;(step 2/2: 56%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 48 : 1.57 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.558404e+01 6.768789e-02 0.000000e+00 energy 3.546530e+00 4.896129e-03 3.546530e-02 displacement 6.502405e+00 6.502405e+00 6.502405e-06 2 Nonlinear solution status: time= 1.57 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.558404e+01 6.164837e-03 0.000000e+00 energy 3.546530e+00 2.358656e-04 3.546530e-02 displacement 6.502405e+00 2.315921e-01 5.594729e-06 3 Nonlinear solution status: time= 1.57 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.558404e+01 7.521396e-04 0.000000e+00 energy 3.546530e+00 7.505254e-05 3.546530e-02 displacement 6.502405e+00 9.533715e-03 5.374933e-06 4 Nonlinear solution status: time= 1.57 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.621579 convergence norms : INITIAL CURRENT REQUIRED residual 6.558404e+01 3.217570e-04 0.000000e+00 energy 3.546530e+00 4.067040e-05 3.546530e-02 displacement 6.502405e+00 6.585738e-04 5.333619e-06 5 Nonlinear solution status: time= 1.57 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.558404e+01 2.657472e-05 0.000000e+00 energy 3.546530e+00 7.036867e-07 3.546530e-02 displacement 6.502405e+00 7.504503e-05 5.338254e-06 6 Nonlinear solution status: time= 1.57 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.558404e+01 7.304918e-06 0.000000e+00 energy 3.546530e+00 2.312498e-07 3.546530e-02 displacement 6.502405e+00 2.001886e-05 5.342102e-06 7 Nonlinear solution status: time= 1.57 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.558404e+01 1.083293e-06 0.000000e+00 energy 3.546530e+00 1.429413e-07 3.546530e-02 displacement 6.502405e+00 2.530116e-06 5.343545e-06 ------- converged at time : 1.57 ]0;(step 2/2: 57%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 49 : 1.58 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 8.043361e-02 0.000000e+00 energy 3.575608e+00 1.152685e-02 3.575608e-02 displacement 6.525760e+00 6.525760e+00 6.525760e-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 6.573574e+01 1.108776e-02 0.000000e+00 energy 3.575608e+00 1.792578e-03 3.575608e-02 displacement 6.525760e+00 2.479492e-01 5.709162e-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 6.573574e+01 7.586634e-04 0.000000e+00 energy 3.575608e+00 1.865547e-04 3.575608e-02 displacement 6.525760e+00 2.637851e-02 5.224744e-06 4 Nonlinear solution status: time= 1.58 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.609491 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 2.572996e-04 0.000000e+00 energy 3.575608e+00 7.642840e-06 3.575608e-02 displacement 6.525760e+00 1.347902e-03 5.204183e-06 5 Nonlinear solution status: time= 1.58 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 1.161799e-04 0.000000e+00 energy 3.575608e+00 1.039844e-05 3.575608e-02 displacement 6.525760e+00 8.120099e-04 5.233199e-06 6 Nonlinear solution status: time= 1.58 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 8.783174e-05 0.000000e+00 energy 3.575608e+00 7.142489e-06 3.575608e-02 displacement 6.525760e+00 3.325497e-04 5.205179e-06 7 Nonlinear solution status: time= 1.58 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 3.927974e-05 0.000000e+00 energy 3.575608e+00 3.737006e-06 3.575608e-02 displacement 6.525760e+00 1.534297e-04 5.185739e-06 8 Nonlinear solution status: time= 1.58 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 1.363089e-05 0.000000e+00 energy 3.575608e+00 9.703338e-07 3.575608e-02 displacement 6.525760e+00 4.986399e-05 5.198885e-06 9 Nonlinear solution status: time= 1.58 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.573574e+01 1.617575e-06 0.000000e+00 energy 3.575608e+00 2.620784e-07 3.575608e-02 displacement 6.525760e+00 2.643561e-06 5.197107e-06 ------- converged at time : 1.58 ]0;(step 2/2: 58%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 50 : 1.59 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 6.938968e+01 6.312237e-02 0.000000e+00 energy 3.690983e+00 6.045034e-03 3.690983e-02 displacement 6.682520e+00 6.682520e+00 6.682520e-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 6.938968e+01 4.986583e-02 0.000000e+00 energy 3.690983e+00 9.654192e-03 3.690983e-02 displacement 6.682520e+00 1.147419e+00 5.111565e-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 6.938968e+01 7.641314e-03 0.000000e+00 energy 3.690983e+00 1.592734e-03 3.690983e-02 displacement 6.682520e+00 1.201645e-01 5.393550e-06 4 Nonlinear solution status: time= 1.59 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.409328 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 3.603851e-03 0.000000e+00 energy 3.690983e+00 8.632367e-05 3.690983e-02 displacement 6.682520e+00 9.412655e-03 5.256780e-06 5 Nonlinear solution status: time= 1.59 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 3.470539e-04 0.000000e+00 energy 3.690983e+00 1.720917e-05 3.690983e-02 displacement 6.682520e+00 4.256893e-03 5.158073e-06 6 Nonlinear solution status: time= 1.59 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.579488 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 2.692629e-04 0.000000e+00 energy 3.690983e+00 2.918338e-05 3.690983e-02 displacement 6.682520e+00 8.430798e-04 5.119441e-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 6.938968e+01 9.717166e-05 0.000000e+00 energy 3.690983e+00 9.964286e-06 3.690983e-02 displacement 6.682520e+00 3.900712e-04 5.099328e-06 8 Nonlinear solution status: time= 1.59 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 3.644697e-05 0.000000e+00 energy 3.690983e+00 4.635997e-06 3.690983e-02 displacement 6.682520e+00 1.630952e-04 5.076945e-06 9 Nonlinear solution status: time= 1.59 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 9.182058e-06 0.000000e+00 energy 3.690983e+00 1.604733e-06 3.690983e-02 displacement 6.682520e+00 2.061628e-05 5.085190e-06 10 Nonlinear solution status: time= 1.59 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 6.030548e-06 0.000000e+00 energy 3.690983e+00 9.322909e-07 3.690983e-02 displacement 6.682520e+00 2.763884e-05 5.089582e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 11 Nonlinear solution status: time= 1.59 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 2.957321e-07 0.000000e+00 energy 3.690983e+00 1.274202e-08 3.690983e-02 displacement 6.682520e+00 7.093800e-06 5.084912e-06 12 Nonlinear solution status: time= 1.59 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.938968e+01 1.094968e-07 0.000000e+00 energy 3.690983e+00 2.530200e-08 3.690983e-02 displacement 6.682520e+00 1.007059e-06 5.084494e-06 ------- converged at time : 1.59 ]0;(step 2/2: 59%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 51 : 1.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 7.764622e+01 1.067013e-01 0.000000e+00 energy 3.861486e+00 4.912233e-02 3.861486e-02 displacement 6.688311e+00 6.688311e+00 6.688311e-06 2 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 1.450611e-01 0.000000e+00 energy 3.861486e+00 3.470146e-02 3.861486e-02 displacement 6.688311e+00 6.436514e-01 6.713358e-06 3 Nonlinear solution status: time= 1.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 1.596793e-02 0.000000e+00 energy 3.861486e+00 7.923319e-03 3.861486e-02 displacement 6.688311e+00 7.706330e-02 6.203837e-06 4 Nonlinear solution status: time= 1.6 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.484970 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 3.371509e-03 0.000000e+00 energy 3.861486e+00 1.696358e-03 3.861486e-02 displacement 6.688311e+00 3.420688e-02 5.632411e-06 5 Nonlinear solution status: time= 1.6 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.402948 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 1.333584e-03 0.000000e+00 energy 3.861486e+00 4.902039e-04 3.861486e-02 displacement 6.688311e+00 5.403649e-03 5.445429e-06 6 Nonlinear solution status: time= 1.6 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 2.456553e-03 0.000000e+00 energy 3.861486e+00 1.595900e-04 3.861486e-02 displacement 6.688311e+00 1.982927e-03 5.405764e-06 7 Nonlinear solution status: time= 1.6 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.356120 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 8.207603e-04 0.000000e+00 energy 3.861486e+00 1.813319e-04 3.861486e-02 displacement 6.688311e+00 1.015314e-03 5.412060e-06 8 Nonlinear solution status: time= 1.6 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 9.699702e-05 0.000000e+00 energy 3.861486e+00 6.860944e-07 3.861486e-02 displacement 6.688311e+00 8.860839e-04 5.396386e-06 9 Nonlinear solution status: time= 1.6 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 1.181431e-05 0.000000e+00 energy 3.861486e+00 7.701106e-07 3.861486e-02 displacement 6.688311e+00 6.326848e-05 5.390652e-06 10 Nonlinear solution status: time= 1.6 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 1.252993e-06 0.000000e+00 energy 3.861486e+00 1.174026e-07 3.861486e-02 displacement 6.688311e+00 1.007927e-05 5.388853e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 11 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 4.510391e-07 0.000000e+00 energy 3.861486e+00 2.644856e-08 3.861486e-02 displacement 6.688311e+00 8.439930e-06 5.384522e-06 12 Nonlinear solution status: time= 1.6 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.764622e+01 1.928171e-07 0.000000e+00 energy 3.861486e+00 2.019130e-08 3.861486e-02 displacement 6.688311e+00 1.447816e-06 5.383466e-06 ------- converged at time : 1.6 ]0;(step 2/2: 60%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 52 : 1.61 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 7.556179e+01 1.353932e-01 0.000000e+00 energy 3.825087e+00 5.188120e-02 3.825087e-02 displacement 6.587981e+00 6.587981e+00 6.587981e-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 7.556179e+01 9.115408e-02 0.000000e+00 energy 3.825087e+00 2.175250e-02 3.825087e-02 displacement 6.587981e+00 3.515751e-01 9.049951e-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 7.556179e+01 1.264659e-02 0.000000e+00 energy 3.825087e+00 4.104649e-03 3.825087e-02 displacement 6.587981e+00 1.127167e-01 7.586806e-06 4 Nonlinear solution status: time= 1.61 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.506089 convergence norms : INITIAL CURRENT REQUIRED residual 7.556179e+01 1.410987e-03 0.000000e+00 energy 3.825087e+00 1.346422e-04 3.825087e-02 displacement 6.587981e+00 1.421927e-01 6.363096e-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 7.556179e+01 2.047908e-04 0.000000e+00 energy 3.825087e+00 1.106610e-05 3.825087e-02 displacement 6.587981e+00 7.756120e-03 6.466934e-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 7.556179e+01 3.365760e-05 0.000000e+00 energy 3.825087e+00 4.244318e-06 3.825087e-02 displacement 6.587981e+00 3.401573e-04 6.514552e-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 7.556179e+01 9.958419e-06 0.000000e+00 energy 3.825087e+00 1.163219e-06 3.825087e-02 displacement 6.587981e+00 1.824182e-05 6.515817e-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 7.556179e+01 2.993509e-06 0.000000e+00 energy 3.825087e+00 2.385726e-08 3.825087e-02 displacement 6.587981e+00 8.058175e-05 6.491208e-06 9 Nonlinear solution status: time= 1.61 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.556179e+01 7.373426e-07 0.000000e+00 energy 3.825087e+00 2.160207e-08 3.825087e-02 displacement 6.587981e+00 4.107040e-06 6.484861e-06 ------- converged at time : 1.61 ]0;(step 2/2: 61%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 53 : 1.62 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 7.614481e+01 7.616963e-02 0.000000e+00 energy 3.880492e+00 3.776668e-02 3.880492e-02 displacement 7.336463e+00 7.336463e+00 7.336463e-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 7.614481e+01 9.723950e-03 0.000000e+00 energy 3.880492e+00 2.163615e-03 3.880492e-02 displacement 7.336463e+00 2.248747e-01 6.414521e-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 7.614481e+01 2.045681e-03 0.000000e+00 energy 3.880492e+00 3.534198e-04 3.880492e-02 displacement 7.336463e+00 2.915268e-02 6.556345e-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 7.614481e+01 3.180591e-04 0.000000e+00 energy 3.880492e+00 1.509323e-05 3.880492e-02 displacement 7.336463e+00 1.292499e-02 6.724123e-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 7.614481e+01 3.307581e-05 0.000000e+00 energy 3.880492e+00 5.353190e-06 3.880492e-02 displacement 7.336463e+00 2.390712e-04 6.693759e-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 7.614481e+01 1.041704e-05 0.000000e+00 energy 3.880492e+00 1.461480e-07 3.880492e-02 displacement 7.336463e+00 1.121340e-04 6.678440e-06 7 Nonlinear solution status: time= 1.62 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.614481e+01 1.584536e-06 0.000000e+00 energy 3.880492e+00 2.217658e-07 3.880492e-02 displacement 7.336463e+00 9.622473e-07 6.677598e-06 ------- converged at time : 1.62 ]0;(step 2/2: 62%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 54 : 1.63 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062150 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 7.175004e+01 5.675425e-02 0.000000e+00 energy 3.738055e+00 1.539297e-02 3.738055e-02 displacement 7.391530e+00 7.391530e+00 7.391530e-06 2 Nonlinear solution status: time= 1.63 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 1.055357e-02 0.000000e+00 energy 3.738055e+00 1.086951e-03 3.738055e-02 displacement 7.391530e+00 2.163777e-01 6.418745e-06 3 Nonlinear solution status: time= 1.63 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 1.747280e-03 0.000000e+00 energy 3.738055e+00 1.644225e-04 3.738055e-02 displacement 7.391530e+00 1.779786e-02 6.039306e-06 4 Nonlinear solution status: time= 1.63 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 8.238435e-04 0.000000e+00 energy 3.738055e+00 1.628388e-04 3.738055e-02 displacement 7.391530e+00 3.098720e-03 6.164022e-06 5 Nonlinear solution status: time= 1.63 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 1.415321e-04 0.000000e+00 energy 3.738055e+00 2.676876e-05 3.738055e-02 displacement 7.391530e+00 1.041461e-03 6.079061e-06 6 Nonlinear solution status: time= 1.63 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 5.569803e-05 0.000000e+00 energy 3.738055e+00 1.088368e-05 3.738055e-02 displacement 7.391530e+00 4.848592e-05 6.073558e-06 7 Nonlinear solution status: time= 1.63 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 1.775090e-05 0.000000e+00 energy 3.738055e+00 3.478209e-06 3.738055e-02 displacement 7.391530e+00 2.295203e-05 6.084376e-06 8 Nonlinear solution status: time= 1.63 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.175004e+01 1.200156e-06 0.000000e+00 energy 3.738055e+00 3.097582e-07 3.738055e-02 displacement 7.391530e+00 3.389064e-06 6.081850e-06 ------- converged at time : 1.63 ]0;(step 2/2: 63%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 55 : 1.64 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062258 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 7.533280e+01 5.756150e-02 0.000000e+00 energy 3.894796e+00 7.384049e-04 3.894796e-02 displacement 7.691996e+00 7.691996e+00 7.691996e-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 7.533280e+01 3.396201e-03 0.000000e+00 energy 3.894796e+00 1.010710e-03 3.894796e-02 displacement 7.691996e+00 1.318680e-01 6.709035e-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 7.533280e+01 2.701289e-04 0.000000e+00 energy 3.894796e+00 4.316971e-05 3.894796e-02 displacement 7.691996e+00 4.730746e-02 6.114878e-06 4 Nonlinear solution status: time= 1.64 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.533280e+01 9.887795e-05 0.000000e+00 energy 3.894796e+00 5.576937e-06 3.894796e-02 displacement 7.691996e+00 6.363816e-03 5.953884e-06 5 Nonlinear solution status: time= 1.64 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.533280e+01 9.045487e-06 0.000000e+00 energy 3.894796e+00 1.367594e-06 3.894796e-02 displacement 7.691996e+00 1.164307e-04 5.947201e-06 6 Nonlinear solution status: time= 1.64 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.533280e+01 1.455996e-06 0.000000e+00 energy 3.894796e+00 1.918958e-07 3.894796e-02 displacement 7.691996e+00 5.128072e-05 5.963417e-06 7 Nonlinear solution status: time= 1.64 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.533280e+01 3.694652e-07 0.000000e+00 energy 3.894796e+00 1.187270e-08 3.894796e-02 displacement 7.691996e+00 5.804876e-07 5.964286e-06 ------- converged at time : 1.64 ]0;(step 2/2: 64%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 56 : 1.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062258 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 7.703052e+01 8.745543e-02 0.000000e+00 energy 3.937112e+00 1.192095e-02 3.937112e-02 displacement 7.760456e+00 7.760456e+00 7.760456e-06 2 Nonlinear solution status: time= 1.65 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 3.731576e-02 0.000000e+00 energy 3.937112e+00 1.171780e-02 3.937112e-02 displacement 7.760456e+00 9.116097e-01 1.243924e-05 3 Nonlinear solution status: time= 1.65 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 3.949435e-03 0.000000e+00 energy 3.937112e+00 2.009867e-03 3.937112e-02 displacement 7.760456e+00 3.720084e-01 9.204160e-06 4 Nonlinear solution status: time= 1.65 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.507634 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 5.304748e-04 0.000000e+00 energy 3.937112e+00 2.338750e-05 3.937112e-02 displacement 7.760456e+00 8.560004e-02 7.967437e-06 5 Nonlinear solution status: time= 1.65 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.581014 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 1.303037e-04 0.000000e+00 energy 3.937112e+00 8.468069e-06 3.937112e-02 displacement 7.760456e+00 1.099166e-03 7.977329e-06 6 Nonlinear solution status: time= 1.65 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.511207 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 1.078739e-04 0.000000e+00 energy 3.937112e+00 1.047620e-05 3.937112e-02 displacement 7.760456e+00 1.024265e-03 7.871880e-06 7 Nonlinear solution status: time= 1.65 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 3.704632e-05 0.000000e+00 energy 3.937112e+00 7.161266e-06 3.937112e-02 displacement 7.760456e+00 7.894382e-04 7.796572e-06 8 Nonlinear solution status: time= 1.65 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 1.540873e-05 0.000000e+00 energy 3.937112e+00 2.060316e-06 3.937112e-02 displacement 7.760456e+00 4.291563e-05 7.787920e-06 9 Nonlinear solution status: time= 1.65 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 5.365073e-07 0.000000e+00 energy 3.937112e+00 9.145090e-08 3.937112e-02 displacement 7.760456e+00 2.696486e-05 7.804290e-06 10 Nonlinear solution status: time= 1.65 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.703052e+01 8.454710e-08 0.000000e+00 energy 3.937112e+00 2.246919e-08 3.937112e-02 displacement 7.760456e+00 2.093730e-06 7.798830e-06 ------- converged at time : 1.65 ]0;(step 2/2: 65%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 57 : 1.66 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062312 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 8.087042e+01 6.564974e-02 0.000000e+00 energy 4.106053e+00 2.833485e-03 4.106053e-02 displacement 1.011713e+01 1.011713e+01 1.011713e-05 2 Nonlinear solution status: time= 1.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 4.112644e-03 0.000000e+00 energy 4.106053e+00 5.742143e-04 4.106053e-02 displacement 1.011713e+01 7.650432e-02 9.110408e-06 3 Nonlinear solution status: time= 1.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 4.549430e-04 0.000000e+00 energy 4.106053e+00 2.009805e-04 4.106053e-02 displacement 1.011713e+01 5.259226e-03 8.827918e-06 4 Nonlinear solution status: time= 1.66 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 1.587064e-04 0.000000e+00 energy 4.106053e+00 8.360352e-05 4.106053e-02 displacement 1.011713e+01 3.719390e-03 8.649992e-06 5 Nonlinear solution status: time= 1.66 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 5.459524e-05 0.000000e+00 energy 4.106053e+00 1.357937e-05 4.106053e-02 displacement 1.011713e+01 9.896432e-05 8.639910e-06 6 Nonlinear solution status: time= 1.66 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.542386 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 1.262375e-05 0.000000e+00 energy 4.106053e+00 3.267352e-07 4.106053e-02 displacement 1.011713e+01 4.641172e-05 8.638793e-06 7 Nonlinear solution status: time= 1.66 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 2.447600e-06 0.000000e+00 energy 4.106053e+00 1.301806e-07 4.106053e-02 displacement 1.011713e+01 6.643047e-05 8.609153e-06 8 Nonlinear solution status: time= 1.66 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.087042e+01 1.716943e-06 0.000000e+00 energy 4.106053e+00 5.321107e-07 4.106053e-02 displacement 1.011713e+01 8.104978e-06 8.604147e-06 ------- converged at time : 1.66 ]0;(step 2/2: 66%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 58 : 1.67 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062312 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 8.479410e+01 5.661869e-02 0.000000e+00 energy 4.219090e+00 6.025620e-03 4.219090e-02 displacement 1.027509e+01 1.027509e+01 1.027509e-05 2 Nonlinear solution status: time= 1.67 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.479410e+01 5.336447e-02 0.000000e+00 energy 4.219090e+00 4.057923e-03 4.219090e-02 displacement 1.027509e+01 2.542835e-01 8.681554e-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 8.479410e+01 5.553778e-03 0.000000e+00 energy 4.219090e+00 8.242983e-04 4.219090e-02 displacement 1.027509e+01 2.277890e-02 8.810434e-06 4 Nonlinear solution status: time= 1.67 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.479410e+01 2.372060e-03 0.000000e+00 energy 4.219090e+00 4.615880e-04 4.219090e-02 displacement 1.027509e+01 5.451508e-03 8.623858e-06 5 Nonlinear solution status: time= 1.67 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.479410e+01 1.073611e-03 0.000000e+00 energy 4.219090e+00 2.006095e-04 4.219090e-02 displacement 1.027509e+01 9.976806e-04 8.563778e-06 6 Nonlinear solution status: time= 1.67 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.479410e+01 5.865568e-05 0.000000e+00 energy 4.219090e+00 7.527245e-06 4.219090e-02 displacement 1.027509e+01 1.112612e-04 8.568166e-06 7 Nonlinear solution status: time= 1.67 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.479410e+01 4.842948e-05 0.000000e+00 energy 4.219090e+00 7.227746e-06 4.219090e-02 displacement 1.027509e+01 7.100940e-05 8.540593e-06 8 Nonlinear solution status: time= 1.67 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.479410e+01 1.475439e-07 0.000000e+00 energy 4.219090e+00 2.009083e-08 4.219090e-02 displacement 1.027509e+01 6.665366e-06 8.543356e-06 ------- converged at time : 1.67 ]0;(step 2/2: 67%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 59 : 1.68 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062312 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 9.122034e+01 8.376741e-02 0.000000e+00 energy 4.406021e+00 1.445573e-02 4.406021e-02 displacement 1.079724e+01 1.079724e+01 1.079724e-05 2 Nonlinear solution status: time= 1.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 4.935278e-02 0.000000e+00 energy 4.406021e+00 1.191221e-02 4.406021e-02 displacement 1.079724e+01 2.110222e-01 1.306788e-05 3 Nonlinear solution status: time= 1.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 5.957905e-03 0.000000e+00 energy 4.406021e+00 2.987991e-03 4.406021e-02 displacement 1.079724e+01 1.174120e-01 1.109232e-05 4 Nonlinear solution status: time= 1.68 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.455606 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 1.240128e-03 0.000000e+00 energy 4.406021e+00 3.675507e-04 4.406021e-02 displacement 1.079724e+01 8.868101e-02 9.696543e-06 5 Nonlinear solution status: time= 1.68 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.628808 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 3.405757e-04 0.000000e+00 energy 4.406021e+00 3.093747e-05 4.406021e-02 displacement 1.079724e+01 8.983417e-04 9.592363e-06 6 Nonlinear solution status: time= 1.68 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 1.476148e-04 0.000000e+00 energy 4.406021e+00 3.155262e-05 4.406021e-02 displacement 1.079724e+01 1.200253e-03 9.539646e-06 7 Nonlinear solution status: time= 1.68 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 3.328581e-05 0.000000e+00 energy 4.406021e+00 4.107607e-06 4.406021e-02 displacement 1.079724e+01 5.389450e-04 9.449276e-06 8 Nonlinear solution status: time= 1.68 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 8.492621e-06 0.000000e+00 energy 4.406021e+00 4.817264e-07 4.406021e-02 displacement 1.079724e+01 2.012338e-05 9.434300e-06 9 Nonlinear solution status: time= 1.68 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.122034e+01 2.177179e-06 0.000000e+00 energy 4.406021e+00 3.190120e-07 4.406021e-02 displacement 1.079724e+01 6.667602e-06 9.442857e-06 ------- converged at time : 1.68 ]0;(step 2/2: 68%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 60 : 1.69 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 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 9.048197e+01 7.971509e-02 0.000000e+00 energy 4.477577e+00 4.523846e-03 4.477577e-02 displacement 1.075007e+01 1.075007e+01 1.075007e-05 2 Nonlinear solution status: time= 1.69 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.048197e+01 9.416447e-03 0.000000e+00 energy 4.477577e+00 3.199603e-04 4.477577e-02 displacement 1.075007e+01 1.455544e-01 9.648717e-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 9.048197e+01 3.470498e-03 0.000000e+00 energy 4.477577e+00 4.351054e-04 4.477577e-02 displacement 1.075007e+01 4.712071e-02 8.796432e-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 9.048197e+01 3.222826e-04 0.000000e+00 energy 4.477577e+00 3.054491e-05 4.477577e-02 displacement 1.075007e+01 9.889852e-04 8.698925e-06 5 Nonlinear solution status: time= 1.69 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.568291 convergence norms : INITIAL CURRENT REQUIRED residual 9.048197e+01 2.389257e-04 0.000000e+00 energy 4.477577e+00 6.265912e-05 4.477577e-02 displacement 1.075007e+01 5.834083e-04 8.780803e-06 6 Nonlinear solution status: time= 1.69 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.048197e+01 8.706790e-06 0.000000e+00 energy 4.477577e+00 4.047824e-06 4.477577e-02 displacement 1.075007e+01 6.457478e-05 8.770058e-06 7 Nonlinear solution status: time= 1.69 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.500872 convergence norms : INITIAL CURRENT REQUIRED residual 9.048197e+01 6.633484e-06 0.000000e+00 energy 4.477577e+00 1.557656e-06 4.477577e-02 displacement 1.075007e+01 9.679767e-06 8.764614e-06 8 Nonlinear solution status: time= 1.69 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.048197e+01 1.391701e-06 0.000000e+00 energy 4.477577e+00 3.208120e-07 4.477577e-02 displacement 1.075007e+01 6.166091e-06 8.763303e-06 ------- converged at time : 1.69 ]0;(step 2/2: 69%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 61 : 1.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 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 9.125763e+01 1.081016e-01 0.000000e+00 energy 4.503637e+00 1.039539e-02 4.503637e-02 displacement 1.097967e+01 1.097967e+01 1.097967e-05 2 Nonlinear solution status: time= 1.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 2.155331e-02 0.000000e+00 energy 4.503637e+00 5.872661e-03 4.503637e-02 displacement 1.097967e+01 7.407115e-02 1.117270e-05 3 Nonlinear solution status: time= 1.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 5.580679e-03 0.000000e+00 energy 4.503637e+00 1.491602e-03 4.503637e-02 displacement 1.097967e+01 4.417416e-02 1.015230e-05 4 Nonlinear solution status: time= 1.7 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.468458 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 1.825132e-03 0.000000e+00 energy 4.503637e+00 4.808027e-04 4.503637e-02 displacement 1.097967e+01 1.092736e-02 9.663441e-06 5 Nonlinear solution status: time= 1.7 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 4.573548e-05 0.000000e+00 energy 4.503637e+00 2.223922e-06 4.503637e-02 displacement 1.097967e+01 4.832191e-04 9.750215e-06 6 Nonlinear solution status: time= 1.7 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 3.620166e-05 0.000000e+00 energy 4.503637e+00 1.218650e-06 4.503637e-02 displacement 1.097967e+01 8.185073e-04 9.647387e-06 7 Nonlinear solution status: time= 1.7 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 5.911240e-05 0.000000e+00 energy 4.503637e+00 6.044471e-06 4.503637e-02 displacement 1.097967e+01 9.184847e-04 9.549116e-06 8 Nonlinear solution status: time= 1.7 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 1.366923e-05 0.000000e+00 energy 4.503637e+00 9.920743e-07 4.503637e-02 displacement 1.097967e+01 1.800515e-05 9.563417e-06 9 Nonlinear solution status: time= 1.7 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 1.272267e-05 0.000000e+00 energy 4.503637e+00 1.536139e-06 4.503637e-02 displacement 1.097967e+01 4.907782e-04 9.644131e-06 10 Nonlinear solution status: time= 1.7 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125763e+01 2.086630e-06 0.000000e+00 energy 4.503637e+00 3.369916e-07 4.503637e-02 displacement 1.097967e+01 2.518989e-06 9.637878e-06 ------- converged at time : 1.7 ]0;(step 2/2: 70%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 62 : 1.71 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 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 9.378332e+01 7.193712e-02 0.000000e+00 energy 4.617644e+00 7.965322e-03 4.617644e-02 displacement 1.163687e+01 1.163687e+01 1.163687e-05 2 Nonlinear solution status: time= 1.71 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 4.681787e-03 0.000000e+00 energy 4.617644e+00 1.872174e-03 4.617644e-02 displacement 1.163687e+01 1.146398e-01 1.015364e-05 3 Nonlinear solution status: time= 1.71 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 4.277860e-04 0.000000e+00 energy 4.617644e+00 9.474910e-05 4.617644e-02 displacement 1.163687e+01 1.666234e-02 9.623084e-06 4 Nonlinear solution status: time= 1.71 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 5.151461e-04 0.000000e+00 energy 4.617644e+00 1.777545e-04 4.617644e-02 displacement 1.163687e+01 5.900238e-04 9.642490e-06 5 Nonlinear solution status: time= 1.71 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 3.750830e-05 0.000000e+00 energy 4.617644e+00 3.151141e-05 4.617644e-02 displacement 1.163687e+01 5.346198e-04 9.717912e-06 6 Nonlinear solution status: time= 1.71 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.615698 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 7.653923e-06 0.000000e+00 energy 4.617644e+00 4.644704e-06 4.617644e-02 displacement 1.163687e+01 3.962508e-05 9.702618e-06 7 Nonlinear solution status: time= 1.71 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.558438 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 3.088442e-06 0.000000e+00 energy 4.617644e+00 5.013313e-07 4.617644e-02 displacement 1.163687e+01 9.830820e-06 9.690149e-06 8 Nonlinear solution status: time= 1.71 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.378332e+01 1.160289e-07 0.000000e+00 energy 4.617644e+00 5.942750e-08 4.617644e-02 displacement 1.163687e+01 1.936344e-06 9.685623e-06 ------- converged at time : 1.71 ]0;(step 2/2: 71%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 63 : 1.72 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 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 9.125774e+01 6.071367e-02 0.000000e+00 energy 4.598110e+00 2.356417e-03 4.598110e-02 displacement 1.185199e+01 1.185199e+01 1.185199e-05 2 Nonlinear solution status: time= 1.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 2.976394e-03 0.000000e+00 energy 4.598110e+00 1.701461e-03 4.598110e-02 displacement 1.185199e+01 1.338528e-01 1.022453e-05 3 Nonlinear solution status: time= 1.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 3.846650e-04 0.000000e+00 energy 4.598110e+00 1.019569e-05 4.598110e-02 displacement 1.185199e+01 2.188390e-02 9.604255e-06 4 Nonlinear solution status: time= 1.72 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 3.236677e-04 0.000000e+00 energy 4.598110e+00 6.760480e-05 4.598110e-02 displacement 1.185199e+01 3.568267e-04 9.569762e-06 5 Nonlinear solution status: time= 1.72 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 9.162514e-05 0.000000e+00 energy 4.598110e+00 1.794886e-05 4.598110e-02 displacement 1.185199e+01 1.232818e-04 9.604586e-06 6 Nonlinear solution status: time= 1.72 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.598300 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 4.695204e-05 0.000000e+00 energy 4.598110e+00 3.422052e-06 4.598110e-02 displacement 1.185199e+01 3.536493e-05 9.586946e-06 7 Nonlinear solution status: time= 1.72 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 1.147447e-05 0.000000e+00 energy 4.598110e+00 1.780140e-06 4.598110e-02 displacement 1.185199e+01 2.134321e-05 9.574443e-06 8 Nonlinear solution status: time= 1.72 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 3.737198e-06 0.000000e+00 energy 4.598110e+00 2.870020e-07 4.598110e-02 displacement 1.185199e+01 5.938561e-05 9.545700e-06 9 Nonlinear solution status: time= 1.72 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 4.909158e-07 0.000000e+00 energy 4.598110e+00 2.592565e-08 4.598110e-02 displacement 1.185199e+01 1.400184e-05 9.530858e-06 10 Nonlinear solution status: time= 1.72 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.125774e+01 2.380292e-08 0.000000e+00 energy 4.598110e+00 8.125182e-09 4.598110e-02 displacement 1.185199e+01 9.582070e-07 9.527670e-06 ------- converged at time : 1.72 ]0;(step 2/2: 72%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 64 : 1.73 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 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 8.301364e+01 5.246678e-02 0.000000e+00 energy 4.533008e+00 2.526946e-03 4.533008e-02 displacement 1.187210e+01 1.187210e+01 1.187210e-05 2 Nonlinear solution status: time= 1.73 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.301364e+01 7.952261e-03 0.000000e+00 energy 4.533008e+00 1.788522e-03 4.533008e-02 displacement 1.187210e+01 2.090033e-01 1.021318e-05 3 Nonlinear solution status: time= 1.73 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.301364e+01 1.506272e-03 0.000000e+00 energy 4.533008e+00 6.980239e-04 4.533008e-02 displacement 1.187210e+01 7.267940e-02 9.046683e-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 8.301364e+01 2.841195e-04 0.000000e+00 energy 4.533008e+00 3.161052e-04 4.533008e-02 displacement 1.187210e+01 2.499014e-03 8.961603e-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 8.301364e+01 1.106219e-04 0.000000e+00 energy 4.533008e+00 8.640828e-05 4.533008e-02 displacement 1.187210e+01 8.357559e-04 9.073288e-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 8.301364e+01 5.709116e-05 0.000000e+00 energy 4.533008e+00 2.612333e-05 4.533008e-02 displacement 1.187210e+01 8.130574e-05 9.074811e-06 7 Nonlinear solution status: time= 1.73 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.369053 convergence norms : INITIAL CURRENT REQUIRED residual 8.301364e+01 6.119262e-06 0.000000e+00 energy 4.533008e+00 9.835833e-07 4.533008e-02 displacement 1.187210e+01 5.396715e-05 9.063572e-06 8 Nonlinear solution status: time= 1.73 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.301364e+01 3.586641e-06 0.000000e+00 energy 4.533008e+00 3.836887e-07 4.533008e-02 displacement 1.187210e+01 3.910368e-06 9.068355e-06 ------- converged at time : 1.73 ]0;(step 2/2: 73%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 65 : 1.74 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 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 8.001435e+01 4.725248e-02 0.000000e+00 energy 4.466846e+00 1.182744e-02 4.466846e-02 displacement 1.196474e+01 1.196474e+01 1.196474e-05 2 Nonlinear solution status: time= 1.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.001435e+01 4.013163e-03 0.000000e+00 energy 4.466846e+00 1.965221e-03 4.466846e-02 displacement 1.196474e+01 2.306006e-01 9.821936e-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 8.001435e+01 1.325358e-04 0.000000e+00 energy 4.466846e+00 3.919601e-05 4.466846e-02 displacement 1.196474e+01 6.040029e-02 8.896848e-06 4 Nonlinear solution status: time= 1.74 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.603836 convergence norms : INITIAL CURRENT REQUIRED residual 8.001435e+01 3.723643e-05 0.000000e+00 energy 4.466846e+00 4.333691e-06 4.466846e-02 displacement 1.196474e+01 5.387615e-05 8.899464e-06 5 Nonlinear solution status: time= 1.74 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.001435e+01 3.046154e-06 0.000000e+00 energy 4.466846e+00 9.647259e-07 4.466846e-02 displacement 1.196474e+01 3.904512e-05 8.890956e-06 6 Nonlinear solution status: time= 1.74 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.001435e+01 7.343613e-08 0.000000e+00 energy 4.466846e+00 5.267671e-08 4.466846e-02 displacement 1.196474e+01 5.769629e-06 8.897187e-06 ------- converged at time : 1.74 ]0;(step 2/2: 74%) 006UL_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 66 : 1.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 1 Nonlinear solution status: time= 1.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 4.629853e-02 0.000000e+00 energy 4.510280e+00 1.147124e-02 4.510280e-02 displacement 1.206412e+01 1.206412e+01 1.206412e-05 2 Nonlinear solution status: time= 1.75 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 8.403902e-03 0.000000e+00 energy 4.510280e+00 7.817787e-04 4.510280e-02 displacement 1.206412e+01 1.991231e-01 1.028532e-05 3 Nonlinear solution status: time= 1.75 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 7.164615e-03 0.000000e+00 energy 4.510280e+00 1.608231e-03 4.510280e-02 displacement 1.206412e+01 2.459285e-01 8.316860e-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 8.206683e+01 1.499091e-03 0.000000e+00 energy 4.510280e+00 3.203485e-04 4.510280e-02 displacement 1.206412e+01 1.356169e-02 8.775256e-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 8.206683e+01 8.002212e-05 0.000000e+00 energy 4.510280e+00 5.491996e-06 4.510280e-02 displacement 1.206412e+01 2.080427e-04 8.760465e-06 6 Nonlinear solution status: time= 1.75 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.560543 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 2.298046e-05 0.000000e+00 energy 4.510280e+00 4.804745e-06 4.510280e-02 displacement 1.206412e+01 5.994972e-05 8.734259e-06 7 Nonlinear solution status: time= 1.75 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 1.737011e-06 0.000000e+00 energy 4.510280e+00 3.852731e-07 4.510280e-02 displacement 1.206412e+01 2.827431e-05 8.722445e-06 8 Nonlinear solution status: time= 1.75 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 1.854361e-07 0.000000e+00 energy 4.510280e+00 4.213028e-09 4.510280e-02 displacement 1.206412e+01 1.927778e-05 8.738878e-06 9 Nonlinear solution status: time= 1.75 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.206683e+01 3.006700e-08 0.000000e+00 energy 4.510280e+00 7.908656e-10 4.510280e-02 displacement 1.206412e+01 4.974280e-07 8.741102e-06 ------- converged at time : 1.75 ]0;(step 2/2: 75%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  AUTO STEPPER: increasing time step, dt = 0.01 ===== beginning time step 67 : 1.76 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062420 1 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 6.378422e-02 0.000000e+00 energy 4.659914e+00 1.252082e-02 4.659914e-02 displacement 1.182368e+01 1.182368e+01 1.182368e-05 2 Nonlinear solution status: time= 1.76 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 9.681345e-03 0.000000e+00 energy 4.659914e+00 6.727724e-04 4.659914e-02 displacement 1.182368e+01 2.782029e-01 1.003747e-05 3 Nonlinear solution status: time= 1.76 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 2.144009e-03 0.000000e+00 energy 4.659914e+00 1.287019e-04 4.659914e-02 displacement 1.182368e+01 2.482761e-01 8.179533e-06 4 Nonlinear solution status: time= 1.76 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 1.480357e-04 0.000000e+00 energy 4.659914e+00 5.820374e-05 4.659914e-02 displacement 1.182368e+01 1.141295e-03 8.155121e-06 5 Nonlinear solution status: time= 1.76 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.591790 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 6.448118e-05 0.000000e+00 energy 4.659914e+00 4.171894e-06 4.659914e-02 displacement 1.182368e+01 5.373862e-05 8.165694e-06 6 Nonlinear solution status: time= 1.76 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.490384 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 8.085041e-05 0.000000e+00 energy 4.659914e+00 1.565591e-05 4.659914e-02 displacement 1.182368e+01 1.444644e-04 8.204971e-06 7 Nonlinear solution status: time= 1.76 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 5.043320e-06 0.000000e+00 energy 4.659914e+00 1.055400e-06 4.659914e-02 displacement 1.182368e+01 8.943336e-05 8.178423e-06 8 Nonlinear solution status: time= 1.76 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 4.237338e-06 0.000000e+00 energy 4.659914e+00 8.768247e-07 4.659914e-02 displacement 1.182368e+01 1.191006e-05 8.168774e-06 9 Nonlinear solution status: time= 1.76 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.878295e+01 4.274170e-07 0.000000e+00 energy 4.659914e+00 8.706988e-08 4.659914e-02 displacement 1.182368e+01 1.577770e-06 8.168925e-06 ------- converged at time : 1.76 ]0;(step 2/2: 76%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 68 : 1.77 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062474 1 Nonlinear solution status: time= 1.77 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.969925e+01 5.530285e-02 0.000000e+00 energy 4.708917e+00 1.786246e-02 4.708917e-02 displacement 1.222131e+01 1.222131e+01 1.222131e-05 2 Nonlinear solution status: time= 1.77 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.969925e+01 5.754409e-03 0.000000e+00 energy 4.708917e+00 2.015239e-03 4.708917e-02 displacement 1.222131e+01 2.537136e-01 1.006844e-05 3 Nonlinear solution status: time= 1.77 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.969925e+01 5.579893e-04 0.000000e+00 energy 4.708917e+00 3.626511e-05 4.708917e-02 displacement 1.222131e+01 7.228999e-02 9.065897e-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 8.969925e+01 1.884707e-04 0.000000e+00 energy 4.708917e+00 2.954802e-05 4.708917e-02 displacement 1.222131e+01 1.982060e-03 8.963636e-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 8.969925e+01 1.825416e-05 0.000000e+00 energy 4.708917e+00 1.892849e-06 4.708917e-02 displacement 1.222131e+01 4.467361e-05 8.953650e-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 8.969925e+01 3.875884e-06 0.000000e+00 energy 4.708917e+00 3.974978e-07 4.708917e-02 displacement 1.222131e+01 4.062863e-06 8.946930e-06 ------- converged at time : 1.77 ]0;(step 2/2: 77%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 69 : 1.78 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062492 1 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 5.402058e-02 0.000000e+00 energy 4.611718e+00 1.371687e-02 4.611718e-02 displacement 1.232932e+01 1.232932e+01 1.232932e-05 2 Nonlinear solution status: time= 1.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 3.974839e-03 0.000000e+00 energy 4.611718e+00 1.332077e-03 4.611718e-02 displacement 1.232932e+01 2.403606e-01 1.028782e-05 3 Nonlinear solution status: time= 1.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 1.911349e-03 0.000000e+00 energy 4.611718e+00 8.247253e-04 4.611718e-02 displacement 1.232932e+01 5.413892e-02 9.324523e-06 4 Nonlinear solution status: time= 1.78 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 2.867469e-04 0.000000e+00 energy 4.611718e+00 1.930989e-04 4.611718e-02 displacement 1.232932e+01 2.327618e-03 9.289659e-06 5 Nonlinear solution status: time= 1.78 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 9.596188e-05 0.000000e+00 energy 4.611718e+00 3.879974e-05 4.611718e-02 displacement 1.232932e+01 1.039375e-03 9.385635e-06 6 Nonlinear solution status: time= 1.78 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.482192 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 3.008702e-05 0.000000e+00 energy 4.611718e+00 2.181293e-05 4.611718e-02 displacement 1.232932e+01 1.915598e-04 9.393486e-06 7 Nonlinear solution status: time= 1.78 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.253926 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 4.777714e-06 0.000000e+00 energy 4.611718e+00 1.846136e-06 4.611718e-02 displacement 1.232932e+01 1.464789e-05 9.391611e-06 8 Nonlinear solution status: time= 1.78 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.409445e+01 2.262860e-07 0.000000e+00 energy 4.611718e+00 1.645002e-08 4.611718e-02 displacement 1.232932e+01 8.388773e-06 9.381909e-06 ------- converged at time : 1.78 ]0;(step 2/2: 78%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 70 : 1.79 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062492 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 8.368711e+01 7.427613e-02 0.000000e+00 energy 4.600733e+00 4.485677e-03 4.600733e-02 displacement 1.244556e+01 1.244556e+01 1.244556e-05 2 Nonlinear solution status: time= 1.79 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 2.525146e-02 0.000000e+00 energy 4.600733e+00 2.830534e-03 4.600733e-02 displacement 1.244556e+01 6.578165e-02 1.237720e-05 3 Nonlinear solution status: time= 1.79 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 2.582577e-03 0.000000e+00 energy 4.600733e+00 1.937210e-04 4.600733e-02 displacement 1.244556e+01 2.108756e-01 1.028693e-05 4 Nonlinear solution status: time= 1.79 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 3.108322e-03 0.000000e+00 energy 4.600733e+00 3.858750e-04 4.600733e-02 displacement 1.244556e+01 1.339146e-02 9.808132e-06 5 Nonlinear solution status: time= 1.79 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 1.638115e-04 0.000000e+00 energy 4.600733e+00 5.421015e-05 4.600733e-02 displacement 1.244556e+01 6.272243e-03 1.012629e-05 6 Nonlinear solution status: time= 1.79 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 2.285961e-04 0.000000e+00 energy 4.600733e+00 3.044707e-05 4.600733e-02 displacement 1.244556e+01 6.718322e-04 1.007756e-05 7 Nonlinear solution status: time= 1.79 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 1.576983e-05 0.000000e+00 energy 4.600733e+00 4.414965e-06 4.600733e-02 displacement 1.244556e+01 1.751217e-04 1.004863e-05 8 Nonlinear solution status: time= 1.79 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.368711e+01 1.127171e-05 0.000000e+00 energy 4.600733e+00 2.021195e-06 4.600733e-02 displacement 1.244556e+01 8.913968e-06 1.004937e-05 ------- converged at time : 1.79 ]0;(step 2/2: 79%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 71 : 1.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062546 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 8.903544e+01 6.984993e-02 0.000000e+00 energy 4.778384e+00 2.377958e-02 4.778384e-02 displacement 1.304605e+01 1.304605e+01 1.304605e-05 2 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.814129e-01 0.000000e+00 energy 4.778384e+00 1.904830e-02 4.778384e-02 displacement 1.304605e+01 1.003975e+00 1.048513e-05 3 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 1.667481e-02 0.000000e+00 energy 4.778384e+00 4.323635e-03 4.778384e-02 displacement 1.304605e+01 2.138023e-02 1.034856e-05 4 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.482917 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 6.411065e-03 0.000000e+00 energy 4.778384e+00 2.853526e-03 4.778384e-02 displacement 1.304605e+01 5.734721e-02 9.247405e-06 5 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.338423 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 7.836043e-03 0.000000e+00 energy 4.778384e+00 6.575393e-04 4.778384e-02 displacement 1.304605e+01 8.223536e-03 9.193160e-06 6 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.470411e-04 0.000000e+00 energy 4.778384e+00 5.738868e-05 4.778384e-02 displacement 1.304605e+01 6.953004e-04 9.142187e-06 7 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.584397e-04 0.000000e+00 energy 4.778384e+00 3.567088e-05 4.778384e-02 displacement 1.304605e+01 1.767511e-03 9.028109e-06 8 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.968416e-04 0.000000e+00 energy 4.778384e+00 2.477400e-05 4.778384e-02 displacement 1.304605e+01 2.549114e-03 8.872840e-06 9 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.424129 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.496840e-03 0.000000e+00 energy 4.778384e+00 1.399211e-04 4.778384e-02 displacement 1.304605e+01 7.650766e-02 8.133244e-06 10 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 7.764863e-04 0.000000e+00 energy 4.778384e+00 2.178945e-05 4.778384e-02 displacement 1.304605e+01 4.084099e-03 8.293820e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062618 11 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 8.367560e-04 0.000000e+00 energy 4.778384e+00 2.361582e-05 4.778384e-02 displacement 1.304605e+01 1.260282e-02 8.608386e-06 12 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.745485e-03 0.000000e+00 energy 4.778384e+00 6.458045e-05 4.778384e-02 displacement 1.304605e+01 2.017049e-02 9.030629e-06 13 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 18 stiffness matrix reformations = 2 step from line search = 0.521655 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 3.124613e-02 0.000000e+00 energy 4.778384e+00 1.250196e-04 4.778384e-02 displacement 1.304605e+01 4.882608e-01 1.167667e-05 14 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 19 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 3.856551e-02 0.000000e+00 energy 4.778384e+00 2.874318e-04 4.778384e-02 displacement 1.304605e+01 1.076415e-01 1.326905e-05 15 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 20 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 1.634227e-02 0.000000e+00 energy 4.778384e+00 1.809141e-03 4.778384e-02 displacement 1.304605e+01 1.543112e-02 1.325625e-05 16 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 21 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 5.417171e-02 0.000000e+00 energy 4.778384e+00 2.795176e-03 4.778384e-02 displacement 1.304605e+01 1.101783e+00 8.971311e-06 17 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 23 stiffness matrix reformations = 2 step from line search = 0.104211 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 5.401252e-01 0.000000e+00 energy 4.778384e+00 7.035658e-03 4.778384e-02 displacement 1.304605e+01 9.622859e+00 9.200487e-06 18 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 24 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 4.421283e-01 0.000000e+00 energy 4.778384e+00 5.330737e-03 4.778384e-02 displacement 1.304605e+01 5.832278e-02 1.001646e-05 19 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 26 stiffness matrix reformations = 2 step from line search = 0.449245 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.068004e-01 0.000000e+00 energy 4.778384e+00 1.103821e-02 4.778384e-02 displacement 1.304605e+01 4.802741e+00 7.446178e-06 20 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 27 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 5.856938e-02 0.000000e+00 energy 4.778384e+00 2.859070e-03 4.778384e-02 displacement 1.304605e+01 3.816943e-01 8.138583e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062510 21 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 29 stiffness matrix reformations = 3 step from line search = 0.386421 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 4.196788e-02 0.000000e+00 energy 4.778384e+00 2.596203e-05 4.778384e-02 displacement 1.304605e+01 6.953876e-02 8.220568e-06 22 Nonlinear solution status: time= 1.8 stiffness updates = 1 right hand side evaluations = 30 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 3.464397e-02 0.000000e+00 energy 4.778384e+00 3.346974e-03 4.778384e-02 displacement 1.304605e+01 6.487849e-02 8.691848e-06 23 Nonlinear solution status: time= 1.8 stiffness updates = 2 right hand side evaluations = 32 stiffness matrix reformations = 3 step from line search = 0.617394 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 1.987520e-02 0.000000e+00 energy 4.778384e+00 8.719171e-04 4.778384e-02 displacement 1.304605e+01 6.378200e-03 8.733248e-06 24 Nonlinear solution status: time= 1.8 stiffness updates = 3 right hand side evaluations = 33 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 6.835626e-03 0.000000e+00 energy 4.778384e+00 1.338457e-03 4.778384e-02 displacement 1.304605e+01 5.230895e-03 8.736173e-06 25 Nonlinear solution status: time= 1.8 stiffness updates = 4 right hand side evaluations = 34 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 1.196764e-03 0.000000e+00 energy 4.778384e+00 3.373395e-05 4.778384e-02 displacement 1.304605e+01 2.206262e-03 8.608679e-06 26 Nonlinear solution status: time= 1.8 stiffness updates = 5 right hand side evaluations = 36 stiffness matrix reformations = 3 step from line search = 0.472028 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 5.646961e-04 0.000000e+00 energy 4.778384e+00 8.992180e-05 4.778384e-02 displacement 1.304605e+01 3.959672e-03 8.747304e-06 27 Nonlinear solution status: time= 1.8 stiffness updates = 6 right hand side evaluations = 37 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.086105e-04 0.000000e+00 energy 4.778384e+00 1.005487e-05 4.778384e-02 displacement 1.304605e+01 4.059543e-04 8.800060e-06 28 Nonlinear solution status: time= 1.8 stiffness updates = 7 right hand side evaluations = 38 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 1.743647e-04 0.000000e+00 energy 4.778384e+00 1.973337e-05 4.778384e-02 displacement 1.304605e+01 4.870950e-04 8.836242e-06 29 Nonlinear solution status: time= 1.8 stiffness updates = 8 right hand side evaluations = 39 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 2.362047e-05 0.000000e+00 energy 4.778384e+00 1.697718e-06 4.778384e-02 displacement 1.304605e+01 8.670139e-05 8.833091e-06 30 Nonlinear solution status: time= 1.8 stiffness updates = 9 right hand side evaluations = 41 stiffness matrix reformations = 3 step from line search = 0.519495 convergence norms : INITIAL CURRENT REQUIRED residual 8.903544e+01 5.409182e-06 0.000000e+00 energy 4.778384e+00 9.065176e-07 4.778384e-02 displacement 1.304605e+01 7.563048e-06 8.841770e-06 ------- converged at time : 1.8 ]0;(step 2/2: 80%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 72 : 1.81 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062618 1 Nonlinear solution status: time= 1.81 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390095e+01 7.583320e-02 0.000000e+00 energy 4.956115e+00 5.315439e-03 4.956115e-02 displacement 1.264094e+01 1.264094e+01 1.264094e-05 2 Nonlinear solution status: time= 1.81 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390095e+01 8.920683e-03 0.000000e+00 energy 4.956115e+00 3.310020e-03 4.956115e-02 displacement 1.264094e+01 2.215334e-01 1.090746e-05 3 Nonlinear solution status: time= 1.81 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390095e+01 1.641220e-03 0.000000e+00 energy 4.956115e+00 1.776923e-04 4.956115e-02 displacement 1.264094e+01 5.983347e-02 1.018715e-05 4 Nonlinear solution status: time= 1.81 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390095e+01 5.011955e-04 0.000000e+00 energy 4.956115e+00 3.306061e-05 4.956115e-02 displacement 1.264094e+01 4.808518e-02 9.443384e-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 9.390095e+01 2.327454e-04 0.000000e+00 energy 4.956115e+00 1.550971e-05 4.956115e-02 displacement 1.264094e+01 1.328701e-02 9.100252e-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 9.390095e+01 8.160979e-05 0.000000e+00 energy 4.956115e+00 1.488950e-05 4.956115e-02 displacement 1.264094e+01 1.147499e-03 9.095896e-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 9.390095e+01 3.692789e-05 0.000000e+00 energy 4.956115e+00 4.776291e-06 4.956115e-02 displacement 1.264094e+01 6.810229e-04 9.170191e-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 9.390095e+01 8.437463e-06 0.000000e+00 energy 4.956115e+00 3.310772e-06 4.956115e-02 displacement 1.264094e+01 4.839926e-05 9.171473e-06 9 Nonlinear solution status: time= 1.81 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390095e+01 4.570852e-07 0.000000e+00 energy 4.956115e+00 2.467929e-07 4.956115e-02 displacement 1.264094e+01 1.686908e-04 9.135208e-06 10 Nonlinear solution status: time= 1.81 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.390095e+01 5.337262e-08 0.000000e+00 energy 4.956115e+00 2.599807e-08 4.956115e-02 displacement 1.264094e+01 3.850271e-06 9.132995e-06 ------- converged at time : 1.81 ]0;(step 2/2: 81%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 73 : 1.82 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062618 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 9.219100e+01 8.795840e-02 0.000000e+00 energy 4.944894e+00 3.806267e-03 4.944894e-02 displacement 1.303089e+01 1.303089e+01 1.303089e-05 2 Nonlinear solution status: time= 1.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 2.197302e-02 0.000000e+00 energy 4.944894e+00 1.556324e-03 4.944894e-02 displacement 1.303089e+01 5.352001e-01 1.055410e-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 9.219100e+01 5.869021e-03 0.000000e+00 energy 4.944894e+00 8.260035e-04 4.944894e-02 displacement 1.303089e+01 9.065714e-02 9.419973e-06 4 Nonlinear solution status: time= 1.82 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 2.800853e-03 0.000000e+00 energy 4.944894e+00 9.030878e-04 4.944894e-02 displacement 1.303089e+01 1.403056e-02 9.131679e-06 5 Nonlinear solution status: time= 1.82 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 6.522028e-04 0.000000e+00 energy 4.944894e+00 1.946356e-04 4.944894e-02 displacement 1.303089e+01 9.625863e-03 8.859682e-06 6 Nonlinear solution status: time= 1.82 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 2.232099e-04 0.000000e+00 energy 4.944894e+00 6.777978e-05 4.944894e-02 displacement 1.303089e+01 5.275945e-03 8.696584e-06 7 Nonlinear solution status: time= 1.82 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 2.404465e-04 0.000000e+00 energy 4.944894e+00 6.134383e-05 4.944894e-02 displacement 1.303089e+01 1.030185e-02 8.474572e-06 8 Nonlinear solution status: time= 1.82 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 7.396149e-05 0.000000e+00 energy 4.944894e+00 2.214167e-05 4.944894e-02 displacement 1.303089e+01 1.057256e-04 8.484129e-06 9 Nonlinear solution status: time= 1.82 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 3.678127e-05 0.000000e+00 energy 4.944894e+00 1.360474e-06 4.944894e-02 displacement 1.303089e+01 4.349244e-05 8.472608e-06 10 Nonlinear solution status: time= 1.82 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 0.622794 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 7.391817e-06 0.000000e+00 energy 4.944894e+00 6.063689e-07 4.944894e-02 displacement 1.303089e+01 3.204431e-05 8.460094e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062600 11 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.219100e+01 5.252792e-08 0.000000e+00 energy 4.944894e+00 7.223823e-09 4.944894e-02 displacement 1.303089e+01 2.759238e-06 8.462875e-06 ------- converged at time : 1.82 ]0;(step 2/2: 82%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 74 : 1.83 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062600 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 9.609618e+01 6.104613e-02 0.000000e+00 energy 5.044466e+00 1.366533e-02 5.044466e-02 displacement 1.311778e+01 1.311778e+01 1.311778e-05 2 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 1.588561e-02 0.000000e+00 energy 5.044466e+00 1.364790e-04 5.044466e-02 displacement 1.311778e+01 1.748144e-01 1.202590e-05 3 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 1.831524e-02 0.000000e+00 energy 5.044466e+00 1.391142e-04 5.044466e-02 displacement 1.311778e+01 7.856897e-01 9.034858e-06 4 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.502057 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 8.577359e-03 0.000000e+00 energy 5.044466e+00 7.284833e-04 5.044466e-02 displacement 1.311778e+01 2.442489e-01 7.718398e-06 5 Nonlinear solution status: time= 1.83 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 7.233113e-03 0.000000e+00 energy 5.044466e+00 7.216341e-04 5.044466e-02 displacement 1.311778e+01 2.306510e-02 7.576458e-06 6 Nonlinear solution status: time= 1.83 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 2.139486e-03 0.000000e+00 energy 5.044466e+00 3.396296e-04 5.044466e-02 displacement 1.311778e+01 2.936844e-02 7.566248e-06 7 Nonlinear solution status: time= 1.83 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 1.122837e-04 0.000000e+00 energy 5.044466e+00 4.811375e-07 5.044466e-02 displacement 1.311778e+01 7.055192e-03 7.463971e-06 8 Nonlinear solution status: time= 1.83 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 1.290836e-04 0.000000e+00 energy 5.044466e+00 1.685744e-05 5.044466e-02 displacement 1.311778e+01 1.556391e-04 7.466717e-06 9 Nonlinear solution status: time= 1.83 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 2.540101e-05 0.000000e+00 energy 5.044466e+00 2.086772e-06 5.044466e-02 displacement 1.311778e+01 8.355998e-05 7.479170e-06 10 Nonlinear solution status: time= 1.83 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.588273 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 8.320324e-06 0.000000e+00 energy 5.044466e+00 7.366275e-07 5.044466e-02 displacement 1.311778e+01 7.615145e-06 7.474589e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062672 11 Nonlinear solution status: time= 1.83 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 5.547020e-07 0.000000e+00 energy 5.044466e+00 1.207448e-07 5.044466e-02 displacement 1.311778e+01 1.962945e-05 7.472717e-06 12 Nonlinear solution status: time= 1.83 stiffness updates = 1 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 6.870105e-07 0.000000e+00 energy 5.044466e+00 1.009120e-07 5.044466e-02 displacement 1.311778e+01 2.747567e-05 7.469939e-06 13 Nonlinear solution status: time= 1.83 stiffness updates = 2 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 4.276790e-07 0.000000e+00 energy 5.044466e+00 2.814398e-09 5.044466e-02 displacement 1.311778e+01 6.336285e-05 7.465624e-06 14 Nonlinear solution status: time= 1.83 stiffness updates = 3 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.609618e+01 4.118322e-08 0.000000e+00 energy 5.044466e+00 8.425923e-09 5.044466e-02 displacement 1.311778e+01 1.578629e-07 7.465683e-06 ------- converged at time : 1.83 ]0;(step 2/2: 83%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 75 : 1.84 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062672 1 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 7.745652e-02 0.000000e+00 energy 5.271933e+00 2.072758e-02 5.271933e-02 displacement 1.378323e+01 1.378323e+01 1.378323e-05 2 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 1.336475e-02 0.000000e+00 energy 5.271933e+00 3.730327e-03 5.271933e-02 displacement 1.378323e+01 3.962833e-01 1.127320e-05 3 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 4.050126e-03 0.000000e+00 energy 5.271933e+00 1.262871e-03 5.271933e-02 displacement 1.378323e+01 5.588367e-01 8.796176e-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 1.013592e+02 1.112919e-03 0.000000e+00 energy 5.271933e+00 1.756790e-04 5.271933e-02 displacement 1.378323e+01 2.204740e-01 7.854985e-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 1.013592e+02 1.426396e-03 0.000000e+00 energy 5.271933e+00 4.324387e-04 5.271933e-02 displacement 1.378323e+01 1.202762e-01 7.528874e-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 1.013592e+02 2.110385e-04 0.000000e+00 energy 5.271933e+00 6.669656e-05 5.271933e-02 displacement 1.378323e+01 1.545842e-02 7.617946e-06 7 Nonlinear solution status: time= 1.84 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.554466 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 5.843696e-05 0.000000e+00 energy 5.271933e+00 6.235633e-06 5.271933e-02 displacement 1.378323e+01 3.749112e-04 7.587460e-06 8 Nonlinear solution status: time= 1.84 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 1.029559e-05 0.000000e+00 energy 5.271933e+00 5.486282e-06 5.271933e-02 displacement 1.378323e+01 1.939656e-03 7.545785e-06 9 Nonlinear solution status: time= 1.84 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 2.434410e-06 0.000000e+00 energy 5.271933e+00 2.033781e-07 5.271933e-02 displacement 1.378323e+01 3.155450e-03 7.496084e-06 10 Nonlinear solution status: time= 1.84 stiffness updates = 9 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 8.326627e-07 0.000000e+00 energy 5.271933e+00 3.382158e-07 5.271933e-02 displacement 1.378323e+01 2.330809e-05 7.494029e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062672 11 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 6.090841e-07 0.000000e+00 energy 5.271933e+00 7.043497e-08 5.271933e-02 displacement 1.378323e+01 2.227194e-05 7.498237e-06 12 Nonlinear solution status: time= 1.84 stiffness updates = 1 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 1.252205e-06 0.000000e+00 energy 5.271933e+00 3.825592e-09 5.271933e-02 displacement 1.378323e+01 8.997566e-05 7.505794e-06 13 Nonlinear solution status: time= 1.84 stiffness updates = 2 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013592e+02 5.024906e-07 0.000000e+00 energy 5.271933e+00 3.190898e-08 5.271933e-02 displacement 1.378323e+01 5.189411e-06 7.507016e-06 ------- converged at time : 1.84 ]0;(step 2/2: 84%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 76 : 1.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062672 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 9.629838e+01 7.515236e-02 0.000000e+00 energy 5.146804e+00 5.285114e-03 5.146804e-02 displacement 1.307412e+01 1.307412e+01 1.307412e-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 9.629838e+01 1.953578e-02 0.000000e+00 energy 5.146804e+00 3.596472e-04 5.146804e-02 displacement 1.307412e+01 2.928839e-01 1.131500e-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 9.629838e+01 1.058579e-02 0.000000e+00 energy 5.146804e+00 8.420482e-04 5.146804e-02 displacement 1.307412e+01 2.647723e-01 9.389733e-06 4 Nonlinear solution status: time= 1.85 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 3.316895e-03 0.000000e+00 energy 5.146804e+00 8.057549e-04 5.146804e-02 displacement 1.307412e+01 1.959334e-02 8.906864e-06 5 Nonlinear solution status: time= 1.85 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 1.606788e-03 0.000000e+00 energy 5.146804e+00 2.755778e-04 5.146804e-02 displacement 1.307412e+01 4.864567e-03 8.818487e-06 6 Nonlinear solution status: time= 1.85 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 3.577092e-04 0.000000e+00 energy 5.146804e+00 1.854290e-05 5.146804e-02 displacement 1.307412e+01 1.065327e-03 8.859549e-06 7 Nonlinear solution status: time= 1.85 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 1.279231e-04 0.000000e+00 energy 5.146804e+00 1.850672e-05 5.146804e-02 displacement 1.307412e+01 9.965124e-04 8.883028e-06 8 Nonlinear solution status: time= 1.85 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 6.930951e-05 0.000000e+00 energy 5.146804e+00 1.545791e-05 5.146804e-02 displacement 1.307412e+01 3.231871e-04 8.884469e-06 9 Nonlinear solution status: time= 1.85 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 2.200352e-05 0.000000e+00 energy 5.146804e+00 3.719640e-06 5.146804e-02 displacement 1.307412e+01 1.779261e-04 8.854987e-06 10 Nonlinear solution status: time= 1.85 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 1.600744e-06 0.000000e+00 energy 5.146804e+00 3.925955e-07 5.146804e-02 displacement 1.307412e+01 2.059527e-05 8.869169e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062672 11 Nonlinear solution status: time= 1.85 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.629838e+01 5.273508e-08 0.000000e+00 energy 5.146804e+00 2.210818e-08 5.146804e-02 displacement 1.307412e+01 2.661843e-06 8.872009e-06 ------- converged at time : 1.85 ]0;(step 2/2: 85%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 77 : 1.86 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062672 1 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 1.079081e-01 0.000000e+00 energy 5.218138e+00 1.273863e-02 5.218138e-02 displacement 1.323553e+01 1.323553e+01 1.323553e-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 1.004375e+02 4.060420e-02 0.000000e+00 energy 5.218138e+00 8.043658e-03 5.218138e-02 displacement 1.323553e+01 1.861968e-01 1.297218e-05 3 Nonlinear solution status: time= 1.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 1.065997e-02 0.000000e+00 energy 5.218138e+00 2.752638e-03 5.218138e-02 displacement 1.323553e+01 1.602678e-01 1.095177e-05 4 Nonlinear solution status: time= 1.86 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.582330 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 2.412840e-03 0.000000e+00 energy 5.218138e+00 1.212600e-05 5.218138e-02 displacement 1.323553e+01 8.965289e-02 9.623862e-06 5 Nonlinear solution status: time= 1.86 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.434740 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 1.730078e-03 0.000000e+00 energy 5.218138e+00 6.051586e-05 5.218138e-02 displacement 1.323553e+01 6.959613e-03 9.362420e-06 6 Nonlinear solution status: time= 1.86 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 2.649975e-04 0.000000e+00 energy 5.218138e+00 2.685196e-05 5.218138e-02 displacement 1.323553e+01 8.364480e-03 9.219528e-06 7 Nonlinear solution status: time= 1.86 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 1.923588e-04 0.000000e+00 energy 5.218138e+00 2.354728e-05 5.218138e-02 displacement 1.323553e+01 1.089641e-03 9.295070e-06 8 Nonlinear solution status: time= 1.86 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 2.648864e-05 0.000000e+00 energy 5.218138e+00 1.226678e-06 5.218138e-02 displacement 1.323553e+01 6.906319e-05 9.282000e-06 9 Nonlinear solution status: time= 1.86 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 1.084804e-05 0.000000e+00 energy 5.218138e+00 3.106107e-06 5.218138e-02 displacement 1.323553e+01 4.126856e-04 9.336902e-06 10 Nonlinear solution status: time= 1.86 stiffness updates = 9 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 2.438414e-07 0.000000e+00 energy 5.218138e+00 1.499156e-07 5.218138e-02 displacement 1.323553e+01 7.557740e-05 9.313396e-06 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062726 11 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004375e+02 3.511630e-08 0.000000e+00 energy 5.218138e+00 1.070108e-08 5.218138e-02 displacement 1.323553e+01 6.954860e-07 9.315760e-06 ------- converged at time : 1.86 ]0;(step 2/2: 86%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 78 : 1.87 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062726 1 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 1.306781e-01 0.000000e+00 energy 5.347979e+00 1.026121e-03 5.347979e-02 displacement 1.468039e+01 1.468039e+01 1.468039e-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 1.031795e+02 2.141131e-01 0.000000e+00 energy 5.347979e+00 3.690085e-02 5.347979e-02 displacement 1.468039e+01 3.298929e-01 1.427611e-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 1.031795e+02 2.919855e-02 0.000000e+00 energy 5.347979e+00 9.301855e-03 5.347979e-02 displacement 1.468039e+01 4.872537e-02 1.391787e-05 4 Nonlinear solution status: time= 1.87 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.360264 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 1.322277e-02 0.000000e+00 energy 5.347979e+00 2.913598e-03 5.347979e-02 displacement 1.468039e+01 1.422779e-01 1.185631e-05 5 Nonlinear solution status: time= 1.87 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.325096 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 2.346649e-03 0.000000e+00 energy 5.347979e+00 1.567625e-05 5.347979e-02 displacement 1.468039e+01 4.498721e-02 1.086366e-05 6 Nonlinear solution status: time= 1.87 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 1.800748e-03 0.000000e+00 energy 5.347979e+00 7.833104e-06 5.347979e-02 displacement 1.468039e+01 1.432250e-02 1.046683e-05 7 Nonlinear solution status: time= 1.87 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 2.118897e-03 0.000000e+00 energy 5.347979e+00 2.196860e-04 5.347979e-02 displacement 1.468039e+01 1.189720e-02 1.020765e-05 8 Nonlinear solution status: time= 1.87 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 4.191106e-05 0.000000e+00 energy 5.347979e+00 1.411438e-05 5.347979e-02 displacement 1.468039e+01 1.073686e-03 1.027273e-05 9 Nonlinear solution status: time= 1.87 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 1.982761e-05 0.000000e+00 energy 5.347979e+00 4.452817e-06 5.347979e-02 displacement 1.468039e+01 1.361190e-03 1.039863e-05 10 Nonlinear solution status: time= 1.87 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 0.629776 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 3.537826e-05 0.000000e+00 energy 5.347979e+00 2.168944e-06 5.347979e-02 displacement 1.468039e+01 2.844089e-03 1.058003e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062744 11 Nonlinear solution status: time= 1.87 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 7.797212e-06 0.000000e+00 energy 5.347979e+00 4.573813e-07 5.347979e-02 displacement 1.468039e+01 1.699250e-04 1.053035e-05 12 Nonlinear solution status: time= 1.87 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 1.612477e-06 0.000000e+00 energy 5.347979e+00 2.826882e-07 5.347979e-02 displacement 1.468039e+01 1.618597e-05 1.051822e-05 13 Nonlinear solution status: time= 1.87 stiffness updates = 2 right hand side evaluations = 17 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.031795e+02 1.400260e-07 0.000000e+00 energy 5.347979e+00 4.687115e-08 5.347979e-02 displacement 1.468039e+01 9.470174e-06 1.050940e-05 ------- converged at time : 1.87 ]0;(step 2/2: 87%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 79 : 1.88 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062744 1 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028517e+02 8.405568e-02 0.000000e+00 energy 5.392267e+00 7.400114e-03 5.392267e-02 displacement 1.508508e+01 1.508508e+01 1.508508e-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 1.028517e+02 1.414475e-02 0.000000e+00 energy 5.392267e+00 1.925045e-03 5.392267e-02 displacement 1.508508e+01 2.843274e-01 1.254309e-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 1.028517e+02 3.558835e-03 0.000000e+00 energy 5.392267e+00 6.252039e-04 5.392267e-02 displacement 1.508508e+01 4.719749e-02 1.179241e-05 4 Nonlinear solution status: time= 1.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028517e+02 1.609707e-03 0.000000e+00 energy 5.392267e+00 2.388283e-04 5.392267e-02 displacement 1.508508e+01 2.624790e-02 1.111317e-05 5 Nonlinear solution status: time= 1.88 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028517e+02 8.157816e-05 0.000000e+00 energy 5.392267e+00 9.194511e-06 5.392267e-02 displacement 1.508508e+01 2.483855e-03 1.133481e-05 6 Nonlinear solution status: time= 1.88 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028517e+02 1.542026e-05 0.000000e+00 energy 5.392267e+00 3.475037e-06 5.392267e-02 displacement 1.508508e+01 5.197085e-05 1.132702e-05 7 Nonlinear solution status: time= 1.88 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028517e+02 5.054578e-06 0.000000e+00 energy 5.392267e+00 5.119571e-07 5.392267e-02 displacement 1.508508e+01 4.996482e-05 1.135197e-05 8 Nonlinear solution status: time= 1.88 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028517e+02 1.666130e-06 0.000000e+00 energy 5.392267e+00 4.333108e-07 5.392267e-02 displacement 1.508508e+01 3.359073e-06 1.134435e-05 ------- converged at time : 1.88 ]0;(step 2/2: 88%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 80 : 1.89 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062744 1 Nonlinear solution status: time= 1.89 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.035487e+02 8.892366e-02 0.000000e+00 energy 5.430685e+00 3.506702e-03 5.430685e-02 displacement 1.565060e+01 1.565060e+01 1.565060e-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 1.035487e+02 1.928682e-02 0.000000e+00 energy 5.430685e+00 1.871718e-05 5.430685e-02 displacement 1.565060e+01 2.155617e-01 1.338859e-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 1.035487e+02 1.992113e-03 0.000000e+00 energy 5.430685e+00 3.338996e-04 5.430685e-02 displacement 1.565060e+01 8.018250e-02 1.209426e-05 4 Nonlinear solution status: time= 1.89 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.035487e+02 9.725520e-04 0.000000e+00 energy 5.430685e+00 1.414882e-05 5.430685e-02 displacement 1.565060e+01 7.273555e-03 1.173919e-05 5 Nonlinear solution status: time= 1.89 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.035487e+02 1.680410e-04 0.000000e+00 energy 5.430685e+00 4.051907e-06 5.430685e-02 displacement 1.565060e+01 1.495105e-03 1.160614e-05 6 Nonlinear solution status: time= 1.89 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.035487e+02 7.551978e-05 0.000000e+00 energy 5.430685e+00 7.661962e-07 5.430685e-02 displacement 1.565060e+01 5.333067e-04 1.171088e-05 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 1.035487e+02 4.818916e-05 0.000000e+00 energy 5.430685e+00 3.799199e-09 5.430685e-02 displacement 1.565060e+01 3.958158e-04 1.178974e-05 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 1.035487e+02 1.571356e-05 0.000000e+00 energy 5.430685e+00 1.037667e-06 5.430685e-02 displacement 1.565060e+01 7.994812e-06 1.177490e-05 ------- converged at time : 1.89 ]0;(step 2/2: 89%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 81 : 1.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062744 1 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 1.311491e-01 0.000000e+00 energy 5.359017e+00 1.384558e-03 5.359017e-02 displacement 1.490126e+01 1.490126e+01 1.490126e-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 1.028041e+02 1.103485e-02 0.000000e+00 energy 5.359017e+00 2.154659e-03 5.359017e-02 displacement 1.490126e+01 2.536381e-01 1.258296e-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 1.028041e+02 3.707674e-03 0.000000e+00 energy 5.359017e+00 1.488321e-04 5.359017e-02 displacement 1.490126e+01 9.900423e-02 1.117507e-05 4 Nonlinear solution status: time= 1.9 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 5.536917e-04 0.000000e+00 energy 5.359017e+00 7.715350e-07 5.359017e-02 displacement 1.490126e+01 2.633784e-02 1.064291e-05 5 Nonlinear solution status: time= 1.9 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 2.918373e-04 0.000000e+00 energy 5.359017e+00 1.771702e-05 5.359017e-02 displacement 1.490126e+01 1.780244e-03 1.082236e-05 6 Nonlinear solution status: time= 1.9 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 1.922548e-04 0.000000e+00 energy 5.359017e+00 2.801634e-06 5.359017e-02 displacement 1.490126e+01 2.542746e-03 1.101059e-05 7 Nonlinear solution status: time= 1.9 stiffness updates = 6 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 2.625930e-05 0.000000e+00 energy 5.359017e+00 1.077367e-06 5.359017e-02 displacement 1.490126e+01 6.223639e-05 1.098139e-05 8 Nonlinear solution status: time= 1.9 stiffness updates = 7 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 2.980608e-05 0.000000e+00 energy 5.359017e+00 3.500797e-07 5.359017e-02 displacement 1.490126e+01 5.056946e-04 1.088940e-05 9 Nonlinear solution status: time= 1.9 stiffness updates = 8 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 8.480424e-06 0.000000e+00 energy 5.359017e+00 2.485577e-07 5.359017e-02 displacement 1.490126e+01 8.851480e-05 1.085870e-05 10 Nonlinear solution status: time= 1.9 stiffness updates = 9 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 2.988737e-06 0.000000e+00 energy 5.359017e+00 2.073257e-07 5.359017e-02 displacement 1.490126e+01 3.235010e-05 1.088038e-05 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062744 11 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.028041e+02 1.357307e-06 0.000000e+00 energy 5.359017e+00 1.573676e-07 5.359017e-02 displacement 1.490126e+01 8.772154e-06 1.088206e-05 ------- converged at time : 1.9 ]0;(step 2/2: 90%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 82 : 1.91 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062744 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 9.823838e+01 1.265675e-01 0.000000e+00 energy 5.255486e+00 1.208009e-02 5.255486e-02 displacement 1.481265e+01 1.481265e+01 1.481265e-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 9.823838e+01 2.268937e-02 0.000000e+00 energy 5.255486e+00 2.425201e-03 5.255486e-02 displacement 1.481265e+01 1.265540e-01 1.357827e-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 9.823838e+01 2.860830e-03 0.000000e+00 energy 5.255486e+00 7.246588e-04 5.255486e-02 displacement 1.481265e+01 4.943491e-02 1.253750e-05 4 Nonlinear solution status: time= 1.91 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.580156 convergence norms : INITIAL CURRENT REQUIRED residual 9.823838e+01 4.432681e-04 0.000000e+00 energy 5.255486e+00 1.038457e-04 5.255486e-02 displacement 1.481265e+01 1.212547e-02 1.199132e-05 5 Nonlinear solution status: time= 1.91 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.465713 convergence norms : INITIAL CURRENT REQUIRED residual 9.823838e+01 4.362335e-04 0.000000e+00 energy 5.255486e+00 3.261818e-05 5.255486e-02 displacement 1.481265e+01 5.045231e-04 1.192224e-05 6 Nonlinear solution status: time= 1.91 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.823838e+01 2.534066e-04 0.000000e+00 energy 5.255486e+00 3.620724e-05 5.255486e-02 displacement 1.481265e+01 3.667184e-04 1.198634e-05 7 Nonlinear solution status: time= 1.91 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.823838e+01 2.437223e-04 0.000000e+00 energy 5.255486e+00 2.835872e-05 5.255486e-02 displacement 1.481265e+01 6.024814e-05 1.200982e-05 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 9.823838e+01 2.615389e-05 0.000000e+00 energy 5.255486e+00 1.513684e-07 5.255486e-02 displacement 1.481265e+01 2.472929e-05 1.199305e-05 9 Nonlinear solution status: time= 1.91 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.443763 convergence norms : INITIAL CURRENT REQUIRED residual 9.823838e+01 1.858694e-05 0.000000e+00 energy 5.255486e+00 2.383916e-06 5.255486e-02 displacement 1.481265e+01 4.830603e-06 1.199885e-05 ------- converged at time : 1.91 ]0;(step 2/2: 91%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 83 : 1.92 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062798 1 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.056081e+02 1.090450e-01 0.000000e+00 energy 5.445531e+00 1.027140e-02 5.445531e-02 displacement 1.583514e+01 1.583514e+01 1.583514e-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 1.056081e+02 7.514129e-03 0.000000e+00 energy 5.445531e+00 2.087174e-03 5.445531e-02 displacement 1.583514e+01 9.135780e-02 1.442793e-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 1.056081e+02 3.356849e-03 0.000000e+00 energy 5.445531e+00 3.145818e-04 5.445531e-02 displacement 1.583514e+01 8.100308e-02 1.306512e-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 1.056081e+02 9.276882e-04 0.000000e+00 energy 5.445531e+00 2.077847e-04 5.445531e-02 displacement 1.583514e+01 2.209829e-03 1.319628e-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 1.056081e+02 1.709566e-04 0.000000e+00 energy 5.445531e+00 7.263600e-06 5.445531e-02 displacement 1.583514e+01 1.401186e-03 1.333509e-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 1.056081e+02 7.252834e-05 0.000000e+00 energy 5.445531e+00 1.382913e-05 5.445531e-02 displacement 1.583514e+01 8.829200e-05 1.329673e-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 1.056081e+02 1.583361e-05 0.000000e+00 energy 5.445531e+00 1.995257e-06 5.445531e-02 displacement 1.583514e+01 8.627570e-05 1.327794e-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 1.056081e+02 5.879726e-07 0.000000e+00 energy 5.445531e+00 2.358056e-07 5.445531e-02 displacement 1.583514e+01 4.577888e-06 1.326989e-05 ------- converged at time : 1.92 ]0;(step 2/2: 92%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 84 : 1.93 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062798 1 Nonlinear solution status: time= 1.93 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.175813e+02 1.358306e-01 0.000000e+00 energy 5.770450e+00 2.715752e-02 5.770450e-02 displacement 1.660034e+01 1.660034e+01 1.660034e-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 1.175813e+02 8.630998e-03 0.000000e+00 energy 5.770450e+00 1.919934e-03 5.770450e-02 displacement 1.660034e+01 7.027852e-02 1.541302e-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 1.175813e+02 3.597709e-03 0.000000e+00 energy 5.770450e+00 7.167774e-04 5.770450e-02 displacement 1.660034e+01 1.040289e-01 1.363326e-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 1.175813e+02 7.921940e-04 0.000000e+00 energy 5.770450e+00 2.762119e-04 5.770450e-02 displacement 1.660034e+01 5.520707e-03 1.402787e-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 1.175813e+02 3.848732e-04 0.000000e+00 energy 5.770450e+00 2.342250e-05 5.770450e-02 displacement 1.660034e+01 9.203899e-04 1.395049e-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 1.175813e+02 1.246121e-04 0.000000e+00 energy 5.770450e+00 3.225173e-05 5.770450e-02 displacement 1.660034e+01 3.231794e-04 1.397664e-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 1.175813e+02 2.049490e-05 0.000000e+00 energy 5.770450e+00 2.620104e-06 5.770450e-02 displacement 1.660034e+01 6.645463e-04 1.385426e-05 8 Nonlinear solution status: time= 1.93 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.625789 convergence norms : INITIAL CURRENT REQUIRED residual 1.175813e+02 2.197884e-06 0.000000e+00 energy 5.770450e+00 5.285581e-07 5.770450e-02 displacement 1.660034e+01 9.543179e-05 1.380938e-05 9 Nonlinear solution status: time= 1.93 stiffness updates = 8 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.175813e+02 5.300167e-07 0.000000e+00 energy 5.770450e+00 1.588995e-08 5.770450e-02 displacement 1.660034e+01 2.896021e-06 1.381790e-05 ------- converged at time : 1.93 ]0;(step 2/2: 93%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 85 : 1.94 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062870 1 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.153852e+02 1.147899e-01 0.000000e+00 energy 5.822136e+00 2.615393e-02 5.822136e-02 displacement 1.732215e+01 1.732215e+01 1.732215e-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 1.153852e+02 6.492912e-03 0.000000e+00 energy 5.822136e+00 1.486102e-03 5.822136e-02 displacement 1.732215e+01 7.013880e-02 1.604758e-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 1.153852e+02 1.842423e-03 0.000000e+00 energy 5.822136e+00 4.054089e-04 5.822136e-02 displacement 1.732215e+01 6.567267e-02 1.460315e-05 4 Nonlinear solution status: time= 1.94 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.153852e+02 3.819888e-05 0.000000e+00 energy 5.822136e+00 1.038819e-05 5.822136e-02 displacement 1.732215e+01 1.206048e-03 1.471752e-05 5 Nonlinear solution status: time= 1.94 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.153852e+02 8.499642e-06 0.000000e+00 energy 5.822136e+00 9.931084e-07 5.822136e-02 displacement 1.732215e+01 1.794396e-04 1.478886e-05 6 Nonlinear solution status: time= 1.94 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.603013 convergence norms : INITIAL CURRENT REQUIRED residual 1.153852e+02 2.339728e-06 0.000000e+00 energy 5.822136e+00 2.208555e-07 5.822136e-02 displacement 1.732215e+01 7.722312e-06 1.478822e-05 ------- converged at time : 1.94 ]0;(step 2/2: 94%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 86 : 1.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062870 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 1.212179e+02 9.661255e-02 0.000000e+00 energy 5.973152e+00 2.441022e-02 5.973152e-02 displacement 1.762858e+01 1.762858e+01 1.762858e-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 1.212179e+02 5.865860e-03 0.000000e+00 energy 5.973152e+00 1.725903e-03 5.973152e-02 displacement 1.762858e+01 1.142854e-01 1.577442e-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 1.212179e+02 2.688470e-04 0.000000e+00 energy 5.973152e+00 5.247983e-06 5.973152e-02 displacement 1.762858e+01 2.146720e-02 1.503634e-05 4 Nonlinear solution status: time= 1.95 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212179e+02 9.414179e-05 0.000000e+00 energy 5.973152e+00 1.757597e-05 5.973152e-02 displacement 1.762858e+01 1.893846e-03 1.480556e-05 5 Nonlinear solution status: time= 1.95 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212179e+02 1.556828e-05 0.000000e+00 energy 5.973152e+00 3.812281e-06 5.973152e-02 displacement 1.762858e+01 2.523730e-04 1.473915e-05 6 Nonlinear solution status: time= 1.95 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.469128 convergence norms : INITIAL CURRENT REQUIRED residual 1.212179e+02 7.563637e-06 0.000000e+00 energy 5.973152e+00 1.231182e-06 5.973152e-02 displacement 1.762858e+01 2.120003e-05 1.473154e-05 7 Nonlinear solution status: time= 1.95 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.212179e+02 2.931449e-06 0.000000e+00 energy 5.973152e+00 3.930706e-07 5.973152e-02 displacement 1.762858e+01 4.371607e-06 1.473886e-05 ------- converged at time : 1.95 ]0;(step 2/2: 95%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 87 : 1.96 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062888 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 1.268026e+02 1.074640e-01 0.000000e+00 energy 6.171691e+00 3.024669e-02 6.171691e-02 displacement 1.795500e+01 1.795500e+01 1.795500e-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 1.268026e+02 5.866327e-03 0.000000e+00 energy 6.171691e+00 1.870971e-03 6.171691e-02 displacement 1.795500e+01 8.332959e-02 1.649268e-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 1.268026e+02 3.269316e-04 0.000000e+00 energy 6.171691e+00 1.102427e-04 6.171691e-02 displacement 1.795500e+01 3.254859e-02 1.550300e-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 1.268026e+02 3.690963e-05 0.000000e+00 energy 6.171691e+00 9.500747e-06 6.171691e-02 displacement 1.795500e+01 1.017581e-03 1.535681e-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 1.268026e+02 1.963799e-06 0.000000e+00 energy 6.171691e+00 5.332177e-07 6.171691e-02 displacement 1.795500e+01 3.707540e-05 1.538228e-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 1.268026e+02 1.812601e-07 0.000000e+00 energy 6.171691e+00 8.570180e-09 6.171691e-02 displacement 1.795500e+01 6.581142e-06 1.536986e-05 ------- converged at time : 1.96 ]0;(step 2/2: 96%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 88 : 1.97 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062888 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 1.256192e+02 9.951014e-02 0.000000e+00 energy 6.135222e+00 3.182693e-02 6.135222e-02 displacement 1.800868e+01 1.800868e+01 1.800868e-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 1.256192e+02 2.985286e-03 0.000000e+00 energy 6.135222e+00 3.296852e-04 6.135222e-02 displacement 1.800868e+01 3.719068e-02 1.725544e-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 1.256192e+02 1.594098e-03 0.000000e+00 energy 6.135222e+00 1.420792e-05 6.135222e-02 displacement 1.800868e+01 5.962651e-02 1.577860e-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 1.256192e+02 2.178662e-04 0.000000e+00 energy 6.135222e+00 1.102455e-05 6.135222e-02 displacement 1.800868e+01 4.925482e-03 1.541836e-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 1.256192e+02 2.524472e-04 0.000000e+00 energy 6.135222e+00 3.665410e-05 6.135222e-02 displacement 1.800868e+01 6.427894e-04 1.556729e-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 1.256192e+02 2.870815e-05 0.000000e+00 energy 6.135222e+00 7.835236e-06 6.135222e-02 displacement 1.800868e+01 7.575224e-05 1.560038e-05 7 Nonlinear solution status: time= 1.97 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.490344 convergence norms : INITIAL CURRENT REQUIRED residual 1.256192e+02 3.043166e-06 0.000000e+00 energy 6.135222e+00 6.745795e-07 6.135222e-02 displacement 1.800868e+01 3.532785e-05 1.556714e-05 8 Nonlinear solution status: time= 1.97 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.584465 convergence norms : INITIAL CURRENT REQUIRED residual 1.256192e+02 2.424642e-06 0.000000e+00 energy 6.135222e+00 8.534021e-08 6.135222e-02 displacement 1.800868e+01 9.776286e-06 1.555046e-05 ------- converged at time : 1.97 ]0;(step 2/2: 97%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 89 : 1.98 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062888 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 1.292304e+02 9.341253e-02 0.000000e+00 energy 6.212677e+00 2.472704e-02 6.212677e-02 displacement 1.827282e+01 1.827282e+01 1.827282e-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 1.292304e+02 4.315515e-03 0.000000e+00 energy 6.212677e+00 1.501671e-03 6.212677e-02 displacement 1.827282e+01 6.159383e-02 1.699780e-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 1.292304e+02 4.952367e-04 0.000000e+00 energy 6.212677e+00 4.773047e-05 6.212677e-02 displacement 1.827282e+01 2.600036e-02 1.606108e-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 1.292304e+02 5.358069e-05 0.000000e+00 energy 6.212677e+00 8.735780e-06 6.212677e-02 displacement 1.827282e+01 9.541931e-04 1.591834e-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 1.292304e+02 8.203617e-06 0.000000e+00 energy 6.212677e+00 1.080809e-06 6.212677e-02 displacement 1.827282e+01 8.339214e-05 1.596143e-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 1.292304e+02 2.234669e-06 0.000000e+00 energy 6.212677e+00 4.366498e-07 6.212677e-02 displacement 1.827282e+01 1.997776e-05 1.596632e-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 1.292304e+02 1.773204e-07 0.000000e+00 energy 6.212677e+00 3.194242e-08 6.212677e-02 displacement 1.827282e+01 1.065543e-05 1.594795e-05 ------- converged at time : 1.98 ]0;(step 2/2: 98%) 006UL_Quad_run3.feb - FEBio 2.8.0.0  ===== beginning time step 90 : 1.99 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062888 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 1.311524e+02 9.458723e-02 0.000000e+00 energy 6.248929e+00 6.342856e-03 6.248929e-02 displacement 1.832771e+01 1.832771e+01 1.832771e-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 1.311524e+02 2.978374e-03 0.000000e+00 energy 6.248929e+00 4.027049e-04 6.248929e-02 displacement 1.832771e+01 1.893004e-02 1.778745e-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 1.311524e+02 6.032671e-04 0.000000e+00 energy 6.248929e+00 1.140023e-04 6.248929e-02 displacement 1.832771e+01 1.644337e-02 1.699838e-05 4 Nonlinear solution status: time= 1.99 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.311524e+02 7.981623e-05 0.000000e+00 energy 6.248929e+00 2.150562e-05 6.248929e-02 displacement 1.832771e+01 4.666475e-04 1.713479e-05 5 Nonlinear solution status: time= 1.99 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.311524e+02 7.084130e-06 0.000000e+00 energy 6.248929e+00 6.442440e-07 6.248929e-02 displacement 1.832771e+01 4.804680e-05 1.717461e-05 6 Nonlinear solution status: time= 1.99 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.610784 convergence norms : INITIAL CURRENT REQUIRED residual 1.311524e+02 1.229454e-06 0.000000e+00 energy 6.248929e+00 2.437972e-07 6.248929e-02 displacement 1.832771e+01 6.805940e-06 1.716155e-05 ------- converged at time : 1.99 ]0;(step 2/2: 99%) 006UL_Quad_run3.feb - FEBio 2.8.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.01 ===== beginning time step 91 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 389100 Nr of nonzeroes in stiffness matrix ....... : 31062888 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 1.339308e+02 7.111296e-02 0.000000e+00 energy 6.327609e+00 9.372390e-04 6.327609e-02 displacement 1.897158e+01 1.897158e+01 1.897158e-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 1.339308e+02 1.788040e-03 0.000000e+00 energy 6.327609e+00 6.223527e-04 6.327609e-02 displacement 1.897158e+01 2.823872e-02 1.809787e-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 1.339308e+02 2.137772e-04 0.000000e+00 energy 6.327609e+00 2.140583e-05 6.327609e-02 displacement 1.897158e+01 3.911641e-03 1.776049e-05 4 Nonlinear solution status: time= 2 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.339308e+02 3.577873e-05 0.000000e+00 energy 6.327609e+00 5.307132e-06 6.327609e-02 displacement 1.897158e+01 2.304093e-04 1.774917e-05 5 Nonlinear solution status: time= 2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.339308e+02 3.337000e-06 0.000000e+00 energy 6.327609e+00 6.350714e-07 6.327609e-02 displacement 1.897158e+01 5.911461e-05 1.780133e-05 6 Nonlinear solution status: time= 2 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.339308e+02 1.742158e-06 0.000000e+00 energy 6.327609e+00 1.437475e-08 6.327609e-02 displacement 1.897158e+01 9.109180e-06 1.781482e-05 ------- converged at time : 2 ]0;(step 2/2: 100%) 006UL_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 .................... : 91 Total number of equilibrium iterations ............ : 754 Average number of equilibrium iterations .......... : 8.28571 Total number of right hand evaluations ............ : 1031 Total number of stiffness reformations ............ : 116 Time in linear solver: 2:03:37 Elapsed time : 2:22:53 N O R M A L T E R M I N A T I O N