=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 0 . 1 --- Musculoskeletal Research Laboratory University of Utah http://mrl.sci.utah.edu copyright (c) 2006-2014 - 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. =========================================================================== FILES USED =========================================================================== Input file : ACL_test.feb Plot file : ACL_test.xplt Log file : ACL_test.log CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Plane strain mode .............................. : no Number of materials ............................ : 1 Number of nodes ................................ : 284 Number of solid elements ....................... : 864 Number of shell elements ....................... : 0 Number of truss elements ....................... : 0 Number of timesteps ............................ : 10 Time step size ................................. : 0.1 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 0.01 Maximum allowable step size .................. : 0.1 Number of loadcurves ........................... : 1 Number of displacement boundary conditions ..... : 12 Number of concentrated nodal forces ............ : 0 Max nr of stiffness reformations ............... : 15 per time steps Max nr of Quasi-Newton iterations .............. : 10 between stiffness matrix reformations Displacement convergence tolerance ............. : 0.001 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Minimal residual value ......................... : 1e-20 Linesearch convergence tolerance ............... : 0.9 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 100000 OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) MATERIAL DATA =========================================================================== 1 - Material1 (type: neo-Hookean) density ........................................... : 1 E ................................................. : 1 v ................................................. : 0.3 LOADCURVE DATA =========================================================================== 1 0 0 1 1 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso ===== reforming stiffness matrix: Nr of equations ........................... : 804 Nr of nonzeroes in stiffness matrix ....... : 12840 ===== beginning time step 1 : 0.1 ===== 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 1.651984e+01 2.530262e-03 0.000000e+00 energy 6.892818e+00 5.330312e-03 6.892818e-02 displacement 7.668986e+01 7.668986e+01 7.668986e-05 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.651984e+01 1.007581e-05 0.000000e+00 energy 6.892818e+00 1.380642e-04 6.892818e-02 displacement 7.668986e+01 6.263428e-02 7.336991e-05 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.651984e+01 8.845511e-07 0.000000e+00 energy 6.892818e+00 1.330066e-06 6.892818e-02 displacement 7.668986e+01 9.645686e-03 7.408191e-05 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.651984e+01 8.726800e-09 0.000000e+00 energy 6.892818e+00 5.525672e-08 6.892818e-02 displacement 7.668986e+01 7.896374e-05 7.411902e-05 5 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.651984e+01 4.083330e-10 0.000000e+00 energy 6.892818e+00 2.869400e-10 6.892818e-02 displacement 7.668986e+01 1.793227e-05 7.410970e-05 convergence summary number of iterations : 5 number of reformations : 1 ------- converged at time : 0.1 ===== beginning time step 2 : 0.2 ===== 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 1.667500e+01 2.386851e-03 0.000000e+00 energy 6.934833e+00 5.272369e-03 6.934833e-02 displacement 7.161251e+01 7.161251e+01 7.161251e-05 2 Nonlinear solution status: time= 0.2 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.667500e+01 9.667170e-06 0.000000e+00 energy 6.934833e+00 1.297101e-04 6.934833e-02 displacement 7.161251e+01 5.827308e-02 6.864605e-05 3 Nonlinear solution status: time= 0.2 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.667500e+01 1.372486e-06 0.000000e+00 energy 6.934833e+00 1.433649e-06 6.934833e-02 displacement 7.161251e+01 1.113629e-02 6.918535e-05 4 Nonlinear solution status: time= 0.2 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.667500e+01 1.466069e-08 0.000000e+00 energy 6.934833e+00 7.214290e-08 6.934833e-02 displacement 7.161251e+01 1.177355e-04 6.923065e-05 5 Nonlinear solution status: time= 0.2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.667500e+01 7.008952e-10 0.000000e+00 energy 6.934833e+00 9.731954e-10 6.934833e-02 displacement 7.161251e+01 3.214415e-05 6.921947e-05 convergence summary number of iterations : 5 number of reformations : 1 ------- converged at time : 0.2 ===== beginning time step 3 : 0.3 ===== 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.686777e+01 2.269237e-03 0.000000e+00 energy 6.978566e+00 5.097874e-03 6.978566e-02 displacement 6.691566e+01 6.691566e+01 6.691566e-05 2 Nonlinear solution status: time= 0.3 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.686777e+01 9.955960e-06 0.000000e+00 energy 6.978566e+00 1.256204e-04 6.978566e-02 displacement 6.691566e+01 5.649260e-02 6.428237e-05 3 Nonlinear solution status: time= 0.3 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.686777e+01 2.296366e-06 0.000000e+00 energy 6.978566e+00 1.355812e-06 6.978566e-02 displacement 6.691566e+01 1.492013e-02 6.468263e-05 4 Nonlinear solution status: time= 0.3 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.686777e+01 2.893510e-08 0.000000e+00 energy 6.978566e+00 9.256225e-08 6.978566e-02 displacement 6.691566e+01 1.652329e-04 6.473855e-05 5 Nonlinear solution status: time= 0.3 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.686777e+01 1.146781e-09 0.000000e+00 energy 6.978566e+00 3.165728e-09 6.978566e-02 displacement 6.691566e+01 5.788108e-05 6.472583e-05 convergence summary number of iterations : 5 number of reformations : 1 ------- converged at time : 0.3 ===== beginning time step 4 : 0.4 ===== 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.709775e+01 2.179643e-03 0.000000e+00 energy 7.024522e+00 4.821779e-03 7.024522e-02 displacement 6.262270e+01 6.262270e+01 6.262270e-05 2 Nonlinear solution status: time= 0.4 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.709775e+01 1.188630e-05 0.000000e+00 energy 7.024522e+00 1.292285e-04 7.024522e-02 displacement 6.262270e+01 6.099177e-02 6.028983e-05 3 Nonlinear solution status: time= 0.4 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.709775e+01 3.919154e-06 0.000000e+00 energy 7.024522e+00 7.703364e-07 7.024522e-02 displacement 6.262270e+01 2.234294e-02 6.057629e-05 4 Nonlinear solution status: time= 0.4 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.709775e+01 6.558818e-08 0.000000e+00 energy 7.024522e+00 1.183599e-07 7.024522e-02 displacement 6.262270e+01 1.952237e-04 6.064434e-05 5 Nonlinear solution status: time= 0.4 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.709775e+01 1.682949e-09 0.000000e+00 energy 7.024522e+00 9.065986e-09 7.024522e-02 displacement 6.262270e+01 9.665947e-05 6.063121e-05 6 Nonlinear solution status: time= 0.4 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.709775e+01 4.923649e-12 0.000000e+00 energy 7.024522e+00 1.892399e-11 7.024522e-02 displacement 6.262270e+01 1.005942e-06 6.062956e-05 convergence summary number of iterations : 6 number of reformations : 1 ------- converged at time : 0.4 ===== beginning time step 5 : 0.5 ===== 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736313e+01 2.109524e-03 0.000000e+00 energy 7.073046e+00 4.436076e-03 7.073046e-02 displacement 5.871963e+01 5.871963e+01 5.871963e-05 2 Nonlinear solution status: time= 0.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736313e+01 1.705496e-05 0.000000e+00 energy 7.073046e+00 1.432640e-04 7.073046e-02 displacement 5.871963e+01 7.819079e-02 5.665936e-05 3 Nonlinear solution status: time= 0.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736313e+01 6.217393e-06 0.000000e+00 energy 7.073046e+00 7.863571e-07 7.073046e-02 displacement 5.871963e+01 3.439397e-02 5.684098e-05 4 Nonlinear solution status: time= 0.5 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736313e+01 1.405254e-07 0.000000e+00 energy 7.073046e+00 1.486755e-07 7.073046e-02 displacement 5.871963e+01 1.644725e-04 5.691888e-05 5 Nonlinear solution status: time= 0.5 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736313e+01 2.304810e-09 0.000000e+00 energy 7.073046e+00 2.016399e-08 7.073046e-02 displacement 5.871963e+01 1.368160e-04 5.690671e-05 6 Nonlinear solution status: time= 0.5 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.736313e+01 6.853455e-12 0.000000e+00 energy 7.073046e+00 6.120163e-12 7.073046e-02 displacement 5.871963e+01 3.877922e-06 5.690448e-05 convergence summary number of iterations : 6 number of reformations : 1 ------- converged at time : 0.5 ===== beginning time step 6 : 0.6 ===== 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.766038e+01 2.031876e-03 0.000000e+00 energy 7.124238e+00 3.927758e-03 7.124238e-02 displacement 5.516310e+01 5.516310e+01 5.516310e-05 2 Nonlinear solution status: time= 0.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.766038e+01 2.580961e-05 0.000000e+00 energy 7.124238e+00 1.635854e-04 7.124238e-02 displacement 5.516310e+01 1.120139e-01 5.338253e-05 3 Nonlinear solution status: time= 0.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.766038e+01 8.151899e-06 0.000000e+00 energy 7.124238e+00 3.169756e-06 7.124238e-02 displacement 5.516310e+01 4.802086e-02 5.344323e-05 4 Nonlinear solution status: time= 0.6 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.766038e+01 2.166478e-07 0.000000e+00 energy 7.124238e+00 1.391111e-07 7.124238e-02 displacement 5.516310e+01 1.011661e-04 5.352440e-05 5 Nonlinear solution status: time= 0.6 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.766038e+01 3.233103e-09 0.000000e+00 energy 7.124238e+00 3.176507e-08 7.124238e-02 displacement 5.516310e+01 1.480384e-04 5.351246e-05 6 Nonlinear solution status: time= 0.6 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.766038e+01 7.414115e-12 0.000000e+00 energy 7.124238e+00 2.589117e-11 7.124238e-02 displacement 5.516310e+01 8.976472e-06 5.350955e-05 convergence summary number of iterations : 6 number of reformations : 1 ------- converged at time : 0.6 ===== beginning time step 7 : 0.7 ===== 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798389e+01 1.912160e-03 0.000000e+00 energy 7.177825e+00 3.329553e-03 7.177825e-02 displacement 5.193218e+01 5.193218e+01 5.193218e-05 2 Nonlinear solution status: time= 0.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798389e+01 3.278335e-05 0.000000e+00 energy 7.177825e+00 1.729280e-04 7.177825e-02 displacement 5.193218e+01 1.475158e-01 5.049018e-05 3 Nonlinear solution status: time= 0.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798389e+01 8.155141e-06 0.000000e+00 energy 7.177825e+00 5.051874e-06 7.177825e-02 displacement 5.193218e+01 5.294939e-02 5.040022e-05 4 Nonlinear solution status: time= 0.7 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798389e+01 2.085275e-07 0.000000e+00 energy 7.177825e+00 4.972359e-08 7.177825e-02 displacement 5.193218e+01 1.138021e-04 5.047790e-05 5 Nonlinear solution status: time= 0.7 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798389e+01 3.735394e-09 0.000000e+00 energy 7.177825e+00 3.188664e-08 7.177825e-02 displacement 5.193218e+01 1.115548e-04 5.046387e-05 6 Nonlinear solution status: time= 0.7 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.798389e+01 5.952756e-12 0.000000e+00 energy 7.177825e+00 5.832567e-11 7.177825e-02 displacement 5.193218e+01 1.029748e-05 5.045998e-05 convergence summary number of iterations : 6 number of reformations : 1 ------- converged at time : 0.7 ===== beginning time step 8 : 0.8 ===== 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832613e+01 1.744573e-03 0.000000e+00 energy 7.233149e+00 2.739340e-03 7.233149e-02 displacement 4.908808e+01 4.908808e+01 4.908808e-05 2 Nonlinear solution status: time= 0.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832613e+01 3.059299e-05 0.000000e+00 energy 7.233149e+00 1.551322e-04 7.233149e-02 displacement 4.908808e+01 1.528975e-01 4.803596e-05 3 Nonlinear solution status: time= 0.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832613e+01 6.299591e-06 0.000000e+00 energy 7.233149e+00 5.303881e-06 7.233149e-02 displacement 4.908808e+01 4.187083e-02 4.780375e-05 4 Nonlinear solution status: time= 0.8 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832613e+01 1.308871e-07 0.000000e+00 energy 7.233149e+00 3.983864e-08 7.233149e-02 displacement 4.908808e+01 2.245605e-04 4.787643e-05 5 Nonlinear solution status: time= 0.8 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832613e+01 2.633240e-09 0.000000e+00 energy 7.233149e+00 2.014827e-08 7.233149e-02 displacement 4.908808e+01 6.055111e-05 4.786071e-05 6 Nonlinear solution status: time= 0.8 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832613e+01 3.716517e-12 0.000000e+00 energy 7.233149e+00 3.863893e-11 7.233149e-02 displacement 4.908808e+01 5.866807e-06 4.785631e-05 convergence summary number of iterations : 6 number of reformations : 1 ------- converged at time : 0.8 ===== beginning time step 9 : 0.9 ===== 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867938e+01 1.565254e-03 0.000000e+00 energy 7.289408e+00 2.261067e-03 7.289408e-02 displacement 4.674985e+01 4.674985e+01 4.674985e-05 2 Nonlinear solution status: time= 0.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867938e+01 2.178188e-05 0.000000e+00 energy 7.289408e+00 1.192638e-04 7.289408e-02 displacement 4.674985e+01 1.235716e-01 4.604474e-05 3 Nonlinear solution status: time= 0.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867938e+01 4.016036e-06 0.000000e+00 energy 7.289408e+00 4.154149e-06 7.289408e-02 displacement 4.674985e+01 2.321953e-02 4.574423e-05 4 Nonlinear solution status: time= 0.9 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867938e+01 6.193225e-08 0.000000e+00 energy 7.289408e+00 6.435221e-08 7.289408e-02 displacement 4.674985e+01 3.011120e-04 4.581352e-05 5 Nonlinear solution status: time= 0.9 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867938e+01 1.209363e-09 0.000000e+00 energy 7.289408e+00 9.215126e-09 7.289408e-02 displacement 4.674985e+01 2.839711e-05 4.579845e-05 convergence summary number of iterations : 5 number of reformations : 1 ------- converged at time : 0.9 ===== beginning time step 10 : 1 ===== 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.903767e+01 1.411213e-03 0.000000e+00 energy 7.345950e+00 1.929209e-03 7.345950e-02 displacement 4.496088e+01 4.496088e+01 4.496088e-05 2 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.903767e+01 1.355293e-05 0.000000e+00 energy 7.345950e+00 8.517650e-05 7.345950e-02 displacement 4.496088e+01 8.472030e-02 4.448511e-05 3 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.903767e+01 2.305910e-06 0.000000e+00 energy 7.345950e+00 2.618127e-06 7.345950e-02 displacement 4.496088e+01 9.416256e-03 4.420964e-05 4 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.903767e+01 2.600677e-08 0.000000e+00 energy 7.345950e+00 5.212215e-08 7.345950e-02 displacement 4.496088e+01 2.517951e-04 4.427333e-05 5 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.903767e+01 4.691936e-10 0.000000e+00 energy 7.345950e+00 3.787010e-09 7.345950e-02 displacement 4.496088e+01 1.413853e-05 4.425993e-05 convergence summary number of iterations : 5 number of reformations : 1 ------- converged at time : 1 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 .................... : 10 Total number of equilibrium iterations ............ : 55 Average number of equilibrium iterations .......... : 5.5 Total number of right hand evaluations ............ : 65 Total number of stiffness reformations ............ : 10 Time in solver: 0:00:00 Elapsed time : 0:00:00 N O R M A L T E R M I N A T I O N