=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 5 . 0 . 8514 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2015 - All rights reserved This is the NON-COMMERCIAL version of FEBio. This version may only be used for non-commercial purposes as described in the license agreement. To obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : BaseCase.feb Plot file : BaseCase.xplt Log file : BaseCase.log MESH INFO =========================================================================== Number of materials ............................ : 2 Number of domains .............................. : 2 Number of nodes ................................ : 320 Number of solid elements ....................... : 292 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Plane strain mode .............................. : no Number of timesteps ............................ : 100 Time step size ................................. : 0.02 Auto time stepper activated .................... : no Number of loadcurves ........................... : 2 Number of displacement boundary conditions ..... : 0 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 Linesearch convergence tolerance ............... : 0.9 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 0.01 Displacement convergence tolerance ............. : 0.001 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Minimal residual value ......................... : 1e-20 OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) MATERIAL DATA =========================================================================== 1 - Skin (type: neo-Hookean) density ........................................... : 1e-09 E ................................................. : 10 v ................................................. : 0.2 --------------------------------------------------------------------------- 2 - Rigid (type: rigid body) density ........................................... : 7e-09 density ........................................... : 7e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 2 center of mass : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: facet-to-facet sliding penalty ........................................... : 10 auto_penalty ...................................... : 0 laugon ............................................ : 1 tolerance ......................................... : 0.2 two_pass .......................................... : 0 gaptol ............................................ : 0 minaug ............................................ : 0 maxaug ............................................ : 10 knmult ............................................ : 1 search_tol ........................................ : 0.01 search_radius ..................................... : 1 dxtol ............................................. : 0 fric_coeff ........................................ : 0 fric_penalty ...................................... : 0 seg_up ............................................ : 0 node_reloc ........................................ : 0 LOADCURVE DATA =========================================================================== 1 0 0 1 1 --------------------------------------------------------------------------- 2 0 0.02 0.02 0.02 0.04 0.02 0.06 0.02 0.08 0.02 0.1 0.02 0.12 0.02 0.14 0.02 0.16 0.02 0.18 0.02 0.2 0.02 0.22 0.02 0.24 0.02 0.26 0.02 0.28 0.02 0.3 0.02 0.32 0.02 0.34 0.02 0.36 0.02 0.38 0.02 0.4 0.02 0.42 0.02 0.44 0.02 0.46 0.02 0.48 0.02 0.5 0.02 0.52 0.02 0.54 0.02 0.56 0.02 0.58 0.02 0.6 0.02 0.62 0.02 0.64 0.02 0.66 0.02 0.68 0.02 0.7 0.02 0.72 0.02 0.74 0.02 0.76 0.02 0.78 0.02 0.8 0.02 0.82 0.02 0.84 0.02 0.86 0.02 0.88 0.02 0.9 0.02 0.92 0.02 0.94 0.02 0.96 0.02 0.98 0.02 1 0.02 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : symmetric ===== beginning time step 1 : 0.02 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 2.669853e-25 9.233030e+02 0.000000e+00 energy 2.353490e-27 1.506236e-14 2.353490e-29 displacement 4.320379e-29 1.080095e-29 1.080095e-35 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 2 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.233030e+02 4.677679e-04 0.000000e+00 energy 1.506236e-14 1.209671e-03 1.506236e-16 displacement 4.320379e-29 6.208633e-03 6.208633e-09 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 3 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.677679e-04 1.403025e-15 0.000000e+00 energy 1.209671e-03 1.376279e-12 1.209671e-05 displacement 4.320379e-29 9.236534e-09 6.202224e-09 4 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.677679e-04 2.030119e-24 0.000000e+00 energy 1.209671e-03 4.569699e-23 1.209671e-05 displacement 4.320379e-29 1.377109e-19 6.202224e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.000000e+00 2.000000e-01 gap function : 1.759559e-02 *** 5 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.677679e-04 2.675167e-06 0.000000e+00 energy 1.209671e-03 2.511781e-05 1.209671e-05 displacement 4.320379e-29 4.650814e-04 1.006384e-08 6 Nonlinear solution status: time= 0.02 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.677679e-04 7.710984e-13 0.000000e+00 energy 1.209671e-03 3.813655e-12 1.209671e-05 displacement 4.320379e-29 5.230475e-11 1.006322e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.159920e-01 2.000000e-01 gap function : 4.860041e-03 *** 7 Nonlinear solution status: time= 0.02 stiffness updates = 2 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.677679e-04 3.319747e-07 0.000000e+00 energy 1.209671e-03 2.434970e-06 1.209671e-05 displacement 4.320379e-29 3.509048e-05 1.128516e-08 8 Nonlinear solution status: time= 0.02 stiffness updates = 3 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.677679e-04 8.362080e-14 0.000000e+00 energy 1.209671e-03 3.900022e-13 1.209671e-05 displacement 4.320379e-29 6.454920e-12 1.128493e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 5.696758e-02 2.000000e-01 gap function : 1.427051e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.02 ===== beginning time step 2 : 0.04 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.378705e+02 0.000000e+00 energy 5.070994e+00 1.207467e+00 5.070994e-02 displacement 1.502779e-02 1.502779e-02 1.502779e-08 2 Nonlinear solution status: time= 0.04 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.345336 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 6.892333e+01 0.000000e+00 energy 5.070994e+00 3.523180e-01 5.070994e-02 displacement 1.502779e-02 5.182896e-03 3.278358e-08 3 Nonlinear solution status: time= 0.04 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 6.226817e-01 0.000000e+00 energy 5.070994e+00 5.302157e-03 5.070994e-02 displacement 1.502779e-02 4.133126e-04 2.595699e-08 4 Nonlinear solution status: time= 0.04 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 5.079667e-02 0.000000e+00 energy 5.070994e+00 1.938079e-04 5.070994e-02 displacement 1.502779e-02 8.362454e-06 2.592043e-08 5 Nonlinear solution status: time= 0.04 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.988314e-02 0.000000e+00 energy 5.070994e+00 1.793295e-04 5.070994e-02 displacement 1.502779e-02 3.426531e-06 2.597114e-08 6 Nonlinear solution status: time= 0.04 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 7.020701e-04 0.000000e+00 energy 5.070994e+00 8.376584e-06 5.070994e-02 displacement 1.502779e-02 5.053700e-07 2.598752e-08 7 Nonlinear solution status: time= 0.04 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.753838e-04 0.000000e+00 energy 5.070994e+00 2.115097e-06 5.070994e-02 displacement 1.502779e-02 4.456143e-08 2.598935e-08 8 Nonlinear solution status: time= 0.04 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.475923e-07 0.000000e+00 energy 5.070994e+00 6.604326e-09 5.070994e-02 displacement 1.502779e-02 4.554134e-09 2.598801e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.194412e-01 2.000000e-01 gap function : 1.517633e-02 *** 9 Nonlinear solution status: time= 0.04 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 3.056397e-01 0.000000e+00 energy 5.070994e+00 1.243254e-02 5.070994e-02 displacement 1.502779e-02 9.370288e-04 3.656987e-08 10 Nonlinear solution status: time= 0.04 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 6.393219e-04 0.000000e+00 energy 5.070994e+00 1.530296e-05 5.070994e-02 displacement 1.502779e-02 2.552659e-06 3.644583e-08 11 Nonlinear solution status: time= 0.04 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 4.066711e-05 0.000000e+00 energy 5.070994e+00 8.053367e-07 5.070994e-02 displacement 1.502779e-02 3.133946e-08 3.644490e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.120923e-01 2.000000e-01 gap function : 3.872023e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.04 ===== beginning time step 3 : 0.06 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330376e+03 6.979510e-03 0.000000e+00 energy 1.667800e+01 1.439348e-02 1.667800e-01 displacement 5.626736e-02 5.626736e-02 5.626736e-08 2 Nonlinear solution status: time= 0.06 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330376e+03 2.961210e-08 0.000000e+00 energy 1.667800e+01 2.088508e-08 1.667800e-01 displacement 5.626736e-02 2.949860e-07 5.616973e-08 3 Nonlinear solution status: time= 0.06 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330376e+03 1.345708e-12 0.000000e+00 energy 1.667800e+01 1.400890e-12 1.667800e-01 displacement 5.626736e-02 1.129270e-11 5.617000e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.116994e-01 2.000000e-01 gap function : 2.375156e-02 *** 4 Nonlinear solution status: time= 0.06 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330376e+03 1.218605e-03 0.000000e+00 energy 1.667800e+01 1.015350e-03 1.667800e-01 displacement 5.626736e-02 3.666726e-03 8.795645e-08 5 Nonlinear solution status: time= 0.06 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330376e+03 2.927973e-08 0.000000e+00 energy 1.667800e+01 2.181997e-08 1.667800e-01 displacement 5.626736e-02 2.293183e-07 8.800405e-08 6 Nonlinear solution status: time= 0.06 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.330376e+03 3.839603e-13 0.000000e+00 energy 1.667800e+01 3.561022e-13 1.667800e-01 displacement 5.626736e-02 3.897765e-12 8.800422e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.871331e-02 2.000000e-01 gap function : 9.103430e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.06 ===== beginning time step 4 : 0.08 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.638645e+01 0.000000e+00 energy 1.664191e+01 9.657328e-01 1.664191e-01 displacement 5.601957e-02 5.601957e-02 5.601957e-08 2 Nonlinear solution status: time= 0.08 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.608026 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.142054e+00 0.000000e+00 energy 1.664191e+01 2.922837e-02 1.664191e-01 displacement 5.601957e-02 1.028053e-03 6.631158e-08 3 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.637010e-03 0.000000e+00 energy 1.664191e+01 1.506048e-05 1.664191e-01 displacement 5.601957e-02 3.788121e-05 6.391604e-08 4 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.405887e-04 0.000000e+00 energy 1.664191e+01 2.995319e-06 1.664191e-01 displacement 5.601957e-02 9.270679e-08 6.391875e-08 5 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.617179e-06 0.000000e+00 energy 1.664191e+01 1.962717e-08 1.664191e-01 displacement 5.601957e-02 8.291558e-09 6.391891e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.288659e-01 2.000000e-01 gap function : 2.046197e-02 *** 6 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 4.857303e-01 0.000000e+00 energy 1.664191e+01 1.999917e-02 1.664191e-01 displacement 5.601957e-02 2.715107e-03 9.055192e-08 7 Nonlinear solution status: time= 0.08 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.947062e-02 0.000000e+00 energy 1.664191e+01 2.587233e-04 1.664191e-01 displacement 5.601957e-02 9.708484e-06 9.139723e-08 8 Nonlinear solution status: time= 0.08 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.098254e-03 0.000000e+00 energy 1.664191e+01 1.743918e-05 1.664191e-01 displacement 5.601957e-02 1.483401e-06 9.179457e-08 9 Nonlinear solution status: time= 0.08 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 3.418828e-05 0.000000e+00 energy 1.664191e+01 6.193966e-08 1.664191e-01 displacement 5.601957e-02 8.068678e-08 9.185059e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.147494e-01 2.000000e-01 gap function : 1.547856e-02 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.08 ===== beginning time step 5 : 0.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 9.521237e+03 2.321925e+02 0.000000e+00 energy 2.161570e+01 2.915475e+00 2.161570e-01 displacement 7.174134e-02 7.174134e-02 7.174134e-08 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.571199 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 7.195378e+01 0.000000e+00 energy 2.161570e+01 5.176446e-01 2.161570e-01 displacement 7.174134e-02 1.021333e-02 1.149170e-07 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 3.335595e-01 0.000000e+00 energy 2.161570e+01 2.145823e-03 2.161570e-01 displacement 7.174134e-02 1.137831e-03 9.784248e-08 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 1.150422e-01 0.000000e+00 energy 2.161570e+01 9.656192e-04 2.161570e-01 displacement 7.174134e-02 2.842121e-05 9.704124e-08 5 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 4.128674e-03 0.000000e+00 energy 2.161570e+01 2.817236e-05 2.161570e-01 displacement 7.174134e-02 4.488023e-06 9.720241e-08 6 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 2.093001e-03 0.000000e+00 energy 2.161570e+01 1.521429e-05 2.161570e-01 displacement 7.174134e-02 3.113314e-07 9.724455e-08 7 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 5.325274e-06 0.000000e+00 energy 2.161570e+01 7.969465e-08 2.161570e-01 displacement 7.174134e-02 6.498866e-08 9.722000e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.404116e-01 2.000000e-01 gap function : 1.813857e-02 *** 8 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 5.505156e-01 0.000000e+00 energy 2.161570e+01 1.300924e-02 2.161570e-01 displacement 7.174134e-02 3.273023e-03 1.337925e-07 9 Nonlinear solution status: time= 0.1 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 9.936052e-03 0.000000e+00 energy 2.161570e+01 3.587184e-05 2.161570e-01 displacement 7.174134e-02 3.054525e-05 1.324494e-07 10 Nonlinear solution status: time= 0.1 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 1.235370e-03 0.000000e+00 energy 2.161570e+01 1.634914e-05 2.161570e-01 displacement 7.174134e-02 7.358502e-07 1.324198e-07 11 Nonlinear solution status: time= 0.1 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.521237e+03 4.069980e-07 0.000000e+00 energy 2.161570e+01 3.530292e-08 2.161570e-01 displacement 7.174134e-02 6.297460e-08 1.324289e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.674285e-02 2.000000e-01 gap function : 9.067661e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.1 ===== beginning time step 6 : 0.12 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 2.192161e+01 0.000000e+00 energy 3.645636e+01 9.999072e-01 3.645636e-01 displacement 1.097394e-01 1.097394e-01 1.097394e-07 2 Nonlinear solution status: time= 0.12 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.605733 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 1.143287e+01 0.000000e+00 energy 3.645636e+01 1.742481e-01 3.645636e-01 displacement 1.097394e-01 6.477748e-03 1.381262e-07 3 Nonlinear solution status: time= 0.12 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 1.066535e+00 0.000000e+00 energy 3.645636e+01 2.180900e-02 3.645636e-01 displacement 1.097394e-01 9.253064e-04 1.250181e-07 4 Nonlinear solution status: time= 0.12 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.580640 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 7.565705e-02 0.000000e+00 energy 3.645636e+01 2.119866e-03 3.645636e-01 displacement 1.097394e-01 1.610967e-04 1.213353e-07 5 Nonlinear solution status: time= 0.12 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 5.820836e-03 0.000000e+00 energy 3.645636e+01 1.085267e-04 3.645636e-01 displacement 1.097394e-01 5.892058e-06 1.217850e-07 6 Nonlinear solution status: time= 0.12 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 4.976651e-03 0.000000e+00 energy 3.645636e+01 5.344662e-05 3.645636e-01 displacement 1.097394e-01 1.277781e-06 1.218077e-07 7 Nonlinear solution status: time= 0.12 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 8.748885e-05 0.000000e+00 energy 3.645636e+01 2.244854e-06 3.645636e-01 displacement 1.097394e-01 3.885900e-07 1.217177e-07 8 Nonlinear solution status: time= 0.12 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742715e+04 5.460847e-05 0.000000e+00 energy 3.645636e+01 6.048426e-07 3.645636e-01 displacement 1.097394e-01 1.772699e-08 1.217367e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.832974e-01 2.000000e-01 gap function : 1.382597e-02 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.12 ===== beginning time step 7 : 0.14 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 1.500631e+01 0.000000e+00 energy 5.659560e+01 7.993499e-01 5.659560e-01 displacement 2.121430e-01 2.121430e-01 2.121430e-07 2 Nonlinear solution status: time= 0.14 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.611226 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 7.103114e+00 0.000000e+00 energy 5.659560e+01 1.295082e-01 5.659560e-01 displacement 2.121430e-01 3.410902e-03 2.337792e-07 3 Nonlinear solution status: time= 0.14 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 2.898983e-02 0.000000e+00 energy 5.659560e+01 3.427340e-03 5.659560e-01 displacement 2.121430e-01 5.024381e-04 2.236860e-07 4 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 4.611728e-04 0.000000e+00 energy 5.659560e+01 3.063248e-05 5.659560e-01 displacement 2.121430e-01 2.797210e-06 2.230634e-07 5 Nonlinear solution status: time= 0.14 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 9.477731e-05 0.000000e+00 energy 5.659560e+01 1.177754e-06 5.659560e-01 displacement 2.121430e-01 5.266978e-08 2.231276e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.824542e-01 2.000000e-01 gap function : 2.372187e-02 *** 6 Nonlinear solution status: time= 0.14 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 5.736771e-01 0.000000e+00 energy 5.659560e+01 4.605674e-02 5.659560e-01 displacement 2.121430e-01 9.707296e-03 3.186387e-07 7 Nonlinear solution status: time= 0.14 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 0.562320 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 1.030542e-01 0.000000e+00 energy 5.659560e+01 1.112345e-03 5.659560e-01 displacement 2.121430e-01 4.511374e-05 3.194178e-07 8 Nonlinear solution status: time= 0.14 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 1.502985e-03 0.000000e+00 energy 5.659560e+01 4.814668e-05 5.659560e-01 displacement 2.121430e-01 5.399131e-06 3.200796e-07 9 Nonlinear solution status: time= 0.14 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 0.603948 convergence norms : INITIAL CURRENT REQUIRED residual 2.599883e+04 3.562135e-04 0.000000e+00 energy 5.659560e+01 1.894247e-06 5.659560e-01 displacement 2.121430e-01 9.080410e-08 3.200308e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.866942e-02 2.000000e-01 gap function : 6.783614e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.14 ===== beginning time step 8 : 0.16 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851031e+04 1.984032e-02 0.000000e+00 energy 6.291306e+01 5.001489e-02 6.291306e-01 displacement 2.280969e-01 2.280969e-01 2.280969e-07 2 Nonlinear solution status: time= 0.16 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851031e+04 2.547585e-08 0.000000e+00 energy 6.291306e+01 4.095214e-08 6.291306e-01 displacement 2.280969e-01 4.044240e-07 2.277562e-07 3 Nonlinear solution status: time= 0.16 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851031e+04 2.980741e-13 0.000000e+00 energy 6.291306e+01 1.479347e-13 6.291306e-01 displacement 2.280969e-01 1.737232e-12 2.277564e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.621643e-01 2.000000e-01 gap function : 1.605782e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.16 ===== beginning time step 9 : 0.18 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 1.135326e+01 0.000000e+00 energy 6.282277e+01 9.254881e-01 6.282277e-01 displacement 2.274492e-01 2.274492e-01 2.274492e-07 2 Nonlinear solution status: time= 0.18 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 6.724953e+00 0.000000e+00 energy 6.282277e+01 9.288011e-02 6.282277e-01 displacement 2.274492e-01 3.786807e-03 2.592010e-07 3 Nonlinear solution status: time= 0.18 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 1.512356e-03 0.000000e+00 energy 6.282277e+01 6.133922e-05 6.282277e-01 displacement 2.274492e-01 7.764904e-04 2.443842e-07 4 Nonlinear solution status: time= 0.18 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 1.902263e-04 0.000000e+00 energy 6.282277e+01 3.672102e-06 6.282277e-01 displacement 2.274492e-01 2.595763e-07 2.443547e-07 5 Nonlinear solution status: time= 0.18 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 1.198983e-05 0.000000e+00 energy 6.282277e+01 2.253916e-07 6.282277e-01 displacement 2.274492e-01 3.157739e-08 2.443696e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.551247e-01 2.000000e-01 gap function : 2.522470e-02 *** 6 Nonlinear solution status: time= 0.18 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 3.453156e+00 0.000000e+00 energy 6.282277e+01 3.015352e-02 6.282277e-01 displacement 2.274492e-01 1.367539e-02 3.638213e-07 7 Nonlinear solution status: time= 0.18 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 1.651380e-01 0.000000e+00 energy 6.282277e+01 3.198603e-03 6.282277e-01 displacement 2.274492e-01 1.055868e-03 3.666079e-07 8 Nonlinear solution status: time= 0.18 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 1.739809e-03 0.000000e+00 energy 6.282277e+01 6.407356e-05 6.282277e-01 displacement 2.274492e-01 8.618303e-06 3.673013e-07 9 Nonlinear solution status: time= 0.18 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851477e+04 2.029616e-05 0.000000e+00 energy 6.282277e+01 3.638996e-07 6.282277e-01 displacement 2.274492e-01 2.500385e-07 3.674937e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.744779e-02 2.000000e-01 gap function : 9.197066e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.18 ===== beginning time step 10 : 0.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095509e+04 5.317817e+00 0.000000e+00 energy 6.879666e+01 2.902639e-01 6.879666e-01 displacement 2.468000e-01 2.468000e-01 2.468000e-07 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 3.095509e+04 2.052415e+00 0.000000e+00 energy 6.879666e+01 3.348761e-02 6.879666e-01 displacement 2.468000e-01 2.067797e-03 2.608071e-07 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 3.095509e+04 2.819703e-07 0.000000e+00 energy 6.879666e+01 1.699407e-06 6.879666e-01 displacement 2.468000e-01 2.954396e-04 2.547169e-07 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 3.095509e+04 2.982484e-12 0.000000e+00 energy 6.879666e+01 1.829575e-12 6.879666e-01 displacement 2.468000e-01 1.134478e-11 2.547165e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.416230e-01 2.000000e-01 gap function : 1.570902e-02 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.2 ===== beginning time step 11 : 0.22 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 2.719354e-02 0.000000e+00 energy 7.098557e+01 3.868406e-02 7.098557e-01 displacement 2.576547e-01 2.576547e-01 2.576547e-07 2 Nonlinear solution status: time= 0.22 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 6.375175e-04 0.000000e+00 energy 7.098557e+01 1.920616e-05 7.098557e-01 displacement 2.576547e-01 2.627196e-06 2.578917e-07 3 Nonlinear solution status: time= 0.22 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.439313e-05 0.000000e+00 energy 7.098557e+01 3.428161e-07 7.098557e-01 displacement 2.576547e-01 1.157286e-07 2.577739e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.226049e-01 2.000000e-01 gap function : 2.587885e-02 *** 4 Nonlinear solution status: time= 0.22 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.330413e+01 0.000000e+00 energy 7.098557e+01 3.662397e-01 7.098557e-01 displacement 2.576547e-01 1.791251e-02 4.095752e-07 5 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 4.833398e-03 0.000000e+00 energy 7.098557e+01 1.181696e-04 7.098557e-01 displacement 2.576547e-01 2.350654e-04 4.022574e-07 6 Nonlinear solution status: time= 0.22 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.838617e-04 0.000000e+00 energy 7.098557e+01 7.143130e-06 7.098557e-01 displacement 2.576547e-01 9.489432e-07 4.025167e-07 7 Nonlinear solution status: time= 0.22 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 2.129652e-09 0.000000e+00 energy 7.098557e+01 3.754117e-10 7.098557e-01 displacement 2.576547e-01 5.681452e-08 4.026076e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.792246e-02 2.000000e-01 gap function : 8.093463e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.22 ===== beginning time step 12 : 0.24 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159260e+04 2.626746e-02 0.000000e+00 energy 7.083855e+01 6.021383e-02 7.083855e-01 displacement 2.569102e-01 2.569102e-01 2.569102e-07 2 Nonlinear solution status: time= 0.24 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159260e+04 2.857224e-08 0.000000e+00 energy 7.083855e+01 5.568446e-08 7.083855e-01 displacement 2.569102e-01 4.418960e-07 2.566098e-07 3 Nonlinear solution status: time= 0.24 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159260e+04 7.976843e-14 0.000000e+00 energy 7.083855e+01 1.965237e-14 7.083855e-01 displacement 2.569102e-01 6.102154e-13 2.566102e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.211704e-01 2.000000e-01 gap function : 1.606675e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.24 ===== beginning time step 13 : 0.26 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 3.427165e+00 0.000000e+00 energy 7.071781e+01 5.228770e-01 7.071781e-01 displacement 2.563084e-01 2.563084e-01 2.563084e-07 2 Nonlinear solution status: time= 0.26 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.120896e+00 0.000000e+00 energy 7.071781e+01 3.144630e-02 7.071781e-01 displacement 2.563084e-01 2.172837e-03 2.774158e-07 3 Nonlinear solution status: time= 0.26 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 3.140267e-02 0.000000e+00 energy 7.071781e+01 2.735866e-03 7.071781e-01 displacement 2.563084e-01 3.755669e-04 2.692912e-07 4 Nonlinear solution status: time= 0.26 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 7.492645e-05 0.000000e+00 energy 7.071781e+01 1.120734e-05 7.071781e-01 displacement 2.563084e-01 5.013440e-05 2.672795e-07 5 Nonlinear solution status: time= 0.26 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.159258e+04 1.853943e-06 0.000000e+00 energy 7.071781e+01 7.144868e-08 7.071781e-01 displacement 2.563084e-01 2.020272e-08 2.672626e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.919831e-01 2.000000e-01 gap function : 2.590197e-02 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.26 ===== beginning time step 14 : 0.28 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 9.618151e+00 0.000000e+00 energy 7.530932e+01 5.941329e-01 7.530932e-01 displacement 2.706908e-01 2.706908e-01 2.706908e-07 2 Nonlinear solution status: time= 0.28 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613987 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 4.455224e+00 0.000000e+00 energy 7.530932e+01 1.344800e-01 7.530932e-01 displacement 2.706908e-01 6.831135e-03 3.065864e-07 3 Nonlinear solution status: time= 0.28 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 3.163627e-01 0.000000e+00 energy 7.530932e+01 1.485247e-02 7.530932e-01 displacement 2.706908e-01 9.956087e-04 2.903235e-07 4 Nonlinear solution status: time= 0.28 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 1.367634e-01 0.000000e+00 energy 7.530932e+01 3.940970e-03 7.530932e-01 displacement 2.706908e-01 1.663906e-04 2.848264e-07 5 Nonlinear solution status: time= 0.28 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 2.430134e-04 0.000000e+00 energy 7.530932e+01 4.131667e-06 7.530932e-01 displacement 2.706908e-01 2.629039e-05 2.869447e-07 6 Nonlinear solution status: time= 0.28 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.493648 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 6.587770e-05 0.000000e+00 energy 7.530932e+01 2.194184e-06 7.530932e-01 displacement 2.706908e-01 1.099097e-07 2.869742e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.533537e-01 2.000000e-01 gap function : 3.543153e-02 *** 7 Nonlinear solution status: time= 0.28 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 1.262258e+00 0.000000e+00 energy 7.530932e+01 1.326373e-01 7.530932e-01 displacement 2.706908e-01 2.936245e-02 4.868734e-07 8 Nonlinear solution status: time= 0.28 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 2.174119e-01 0.000000e+00 energy 7.530932e+01 7.435071e-03 7.530932e-01 displacement 2.706908e-01 4.859753e-04 4.903113e-07 9 Nonlinear solution status: time= 0.28 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 2.504434e-03 0.000000e+00 energy 7.530932e+01 2.304929e-04 7.530932e-01 displacement 2.706908e-01 8.119654e-05 4.898338e-07 10 Nonlinear solution status: time= 0.28 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360045e+04 5.153950e-05 0.000000e+00 energy 7.530932e+01 1.546572e-06 7.530932e-01 displacement 2.706908e-01 4.624491e-07 4.896176e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.904869e-02 2.000000e-01 gap function : 9.201705e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.28 ===== beginning time step 15 : 0.3 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.425419e+04 6.675550e+00 0.000000e+00 energy 7.748783e+01 3.250284e-01 7.748783e-01 displacement 2.816968e-01 2.816968e-01 2.816968e-07 2 Nonlinear solution status: time= 0.3 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.615546 convergence norms : INITIAL CURRENT REQUIRED residual 3.425419e+04 2.923160e+00 0.000000e+00 energy 7.748783e+01 9.213378e-02 7.748783e-01 displacement 2.816968e-01 4.777680e-03 3.038750e-07 3 Nonlinear solution status: time= 0.3 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425419e+04 2.133112e-01 0.000000e+00 energy 7.748783e+01 1.008281e-02 7.748783e-01 displacement 2.816968e-01 6.942436e-04 2.935642e-07 4 Nonlinear solution status: time= 0.3 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425419e+04 8.984077e-02 0.000000e+00 energy 7.748783e+01 2.614867e-03 7.748783e-01 displacement 2.816968e-01 1.130990e-04 2.902205e-07 5 Nonlinear solution status: time= 0.3 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425419e+04 3.413168e-10 0.000000e+00 energy 7.748783e+01 9.926836e-09 7.748783e-01 displacement 2.816968e-01 1.751007e-05 2.915102e-07 6 Nonlinear solution status: time= 0.3 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.425419e+04 9.132376e-13 0.000000e+00 energy 7.748783e+01 1.746925e-14 7.748783e-01 displacement 2.816968e-01 6.174405e-14 2.915102e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.058571e-01 2.000000e-01 gap function : 1.685098e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.3 ===== beginning time step 16 : 0.32 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.484666e-02 0.000000e+00 energy 7.971210e+01 7.029420e-02 7.971210e-01 displacement 2.931742e-01 2.931742e-01 2.931742e-07 2 Nonlinear solution status: time= 0.32 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.764596e-08 0.000000e+00 energy 7.971210e+01 6.787448e-08 7.971210e-01 displacement 2.931742e-01 7.667916e-07 2.930235e-07 3 Nonlinear solution status: time= 0.32 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.720774e-13 0.000000e+00 energy 7.971210e+01 8.380541e-14 7.971210e-01 displacement 2.931742e-01 1.463445e-12 2.930241e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.654479e-01 2.000000e-01 gap function : 2.688301e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.32 ===== beginning time step 17 : 0.34 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.696445e-02 0.000000e+00 energy 7.957120e+01 7.222149e-02 7.957120e-01 displacement 2.928737e-01 2.928737e-01 2.928737e-07 2 Nonlinear solution status: time= 0.34 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 5.367464e-08 0.000000e+00 energy 7.957120e+01 7.402194e-08 7.957120e-01 displacement 2.928737e-01 8.007390e-07 2.927207e-07 3 Nonlinear solution status: time= 0.34 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.274139e-13 0.000000e+00 energy 7.957120e+01 8.998397e-14 7.957120e-01 displacement 2.928737e-01 1.599986e-12 2.927213e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.188351e-01 2.000000e-01 gap function : 3.792332e-02 *** 4 Nonlinear solution status: time= 0.34 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.682462e-03 0.000000e+00 energy 7.957120e+01 2.941284e-03 7.957120e-01 displacement 2.928737e-01 3.454308e-02 5.211940e-07 5 Nonlinear solution status: time= 0.34 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.721639e-07 0.000000e+00 energy 7.957120e+01 4.984680e-08 7.957120e-01 displacement 2.928737e-01 1.274825e-07 5.212524e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.251025e-02 2.000000e-01 gap function : 9.003153e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.34 ===== beginning time step 18 : 0.36 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490827e+04 4.016401e-02 0.000000e+00 energy 7.936870e+01 7.500812e-02 7.936870e-01 displacement 2.923845e-01 2.923845e-01 2.923845e-07 2 Nonlinear solution status: time= 0.36 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490827e+04 6.343683e-08 0.000000e+00 energy 7.936870e+01 8.364348e-08 7.936870e-01 displacement 2.923845e-01 8.481190e-07 2.922275e-07 3 Nonlinear solution status: time= 0.36 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490827e+04 4.137456e-13 0.000000e+00 energy 7.936870e+01 9.987639e-14 7.936870e-01 displacement 2.923845e-01 1.817219e-12 2.922283e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.008346e-02 2.000000e-01 gap function : 1.758368e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.36 ===== beginning time step 19 : 0.38 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.263399e-02 0.000000e+00 energy 7.921838e+01 7.707833e-02 7.921838e-01 displacement 2.920704e-01 2.920704e-01 2.920704e-07 2 Nonlinear solution status: time= 0.38 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 7.159437e-08 0.000000e+00 energy 7.921838e+01 9.127987e-08 7.921838e-01 displacement 2.920704e-01 8.864262e-07 2.919112e-07 3 Nonlinear solution status: time= 0.38 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.998415e-13 0.000000e+00 energy 7.921838e+01 1.065087e-13 7.921838e-01 displacement 2.920704e-01 1.990384e-12 2.919119e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.422973e-01 2.000000e-01 gap function : 2.826666e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.38 ===== beginning time step 20 : 0.4 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.490831e+04 4.526744e-02 0.000000e+00 energy 7.906391e+01 7.921082e-02 7.906391e-01 displacement 2.917533e-01 2.917533e-01 2.917533e-07 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 3.490831e+04 8.083148e-08 0.000000e+00 energy 7.906391e+01 9.963559e-08 7.906391e-01 displacement 2.917533e-01 9.268037e-07 2.915918e-07 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 3.490831e+04 6.023667e-13 0.000000e+00 energy 7.906391e+01 1.141647e-13 7.906391e-01 displacement 2.917533e-01 2.181345e-12 2.915926e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.898049e-01 2.000000e-01 gap function : 3.992559e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 ===== beginning time step 21 : 0.42 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.807627e-02 0.000000e+00 energy 7.890518e+01 8.140731e-02 7.890518e-01 displacement 2.914318e-01 2.914318e-01 2.914318e-07 2 Nonlinear solution status: time= 0.42 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 9.131524e-08 0.000000e+00 energy 7.890518e+01 1.087836e-07 7.890518e-01 displacement 2.914318e-01 9.693630e-07 2.912681e-07 3 Nonlinear solution status: time= 0.42 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 7.259861e-13 0.000000e+00 energy 7.890518e+01 1.223644e-13 7.890518e-01 displacement 2.914318e-01 2.392360e-12 2.912689e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.331697e-01 2.000000e-01 gap function : 5.188255e-02 *** 4 Nonlinear solution status: time= 0.42 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 6.024374e-03 0.000000e+00 energy 7.890518e+01 1.001714e-02 7.890518e-01 displacement 2.914318e-01 6.517191e-02 6.249824e-07 5 Nonlinear solution status: time= 0.42 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 6.141109e-07 0.000000e+00 energy 7.890518e+01 1.259135e-07 7.890518e-01 displacement 2.914318e-01 3.336402e-07 6.250512e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.344187e-02 2.000000e-01 gap function : 1.011394e-02 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.42 ===== beginning time step 22 : 0.44 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490826e+04 5.281960e-02 0.000000e+00 energy 7.865196e+01 8.493195e-02 7.865196e-01 displacement 2.908398e-01 2.908398e-01 2.908398e-07 2 Nonlinear solution status: time= 0.44 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490826e+04 1.104683e-07 0.000000e+00 energy 7.865196e+01 1.248211e-07 7.865196e-01 displacement 2.908398e-01 1.034895e-06 2.906718e-07 3 Nonlinear solution status: time= 0.44 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490826e+04 9.410659e-13 0.000000e+00 energy 7.865196e+01 1.362835e-13 7.865196e-01 displacement 2.908398e-01 2.767201e-12 2.906727e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.207268e-02 2.000000e-01 gap function : 1.979436e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.44 ===== beginning time step 23 : 0.46 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.472792e-01 0.000000e+00 energy 7.848177e+01 8.084338e-02 7.848177e-01 displacement 2.905030e-01 2.905030e-01 2.905030e-07 2 Nonlinear solution status: time= 0.46 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.730804e-04 0.000000e+00 energy 7.848177e+01 1.040543e-05 7.848177e-01 displacement 2.905030e-01 2.136285e-04 2.912151e-07 3 Nonlinear solution status: time= 0.46 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 5.911683e-09 0.000000e+00 energy 7.848177e+01 2.082832e-09 7.848177e-01 displacement 2.905030e-01 6.088865e-09 2.911841e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.268831e-01 2.000000e-01 gap function : 3.186582e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.46 ===== beginning time step 24 : 0.48 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490808e+04 5.967002e-02 0.000000e+00 energy 7.830664e+01 8.972840e-02 7.830664e-01 displacement 2.901802e-01 2.901802e-01 2.901802e-07 2 Nonlinear solution status: time= 0.48 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490808e+04 1.415445e-07 0.000000e+00 energy 7.830664e+01 1.490401e-07 7.830664e-01 displacement 2.901802e-01 1.135495e-06 2.900085e-07 3 Nonlinear solution status: time= 0.48 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490808e+04 1.372629e-12 0.000000e+00 energy 7.830664e+01 1.536137e-13 7.830664e-01 displacement 2.901802e-01 3.339829e-12 2.900095e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.682929e-01 2.000000e-01 gap function : 4.441573e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.48 ===== beginning time step 25 : 0.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.490806e+04 3.849060e-01 0.000000e+00 energy 7.812685e+01 7.376498e-02 7.812685e-01 displacement 2.898389e-01 2.898389e-01 2.898389e-07 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 3.490806e+04 1.243730e-03 0.000000e+00 energy 7.812685e+01 2.997060e-05 7.812685e-01 displacement 2.898389e-01 6.615665e-04 2.925158e-07 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 3.490806e+04 2.933460e-08 0.000000e+00 energy 7.812685e+01 1.245407e-08 7.812685e-01 displacement 2.898389e-01 2.332419e-08 2.924116e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.066259e-01 2.000000e-01 gap function : 5.725055e-02 *** 4 Nonlinear solution status: time= 0.5 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 3.058390e-01 0.000000e+00 energy 7.812685e+01 1.218646e-01 7.812685e-01 displacement 2.898389e-01 7.786032e-02 6.624955e-07 5 Nonlinear solution status: time= 0.5 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 6.209843e-07 0.000000e+00 energy 7.812685e+01 6.034207e-07 7.812685e-01 displacement 2.898389e-01 2.516412e-06 6.610533e-07 6 Nonlinear solution status: time= 0.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 3.901346e-11 0.000000e+00 energy 7.812685e+01 8.419687e-12 7.812685e-01 displacement 2.898389e-01 1.694540e-11 6.610542e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.069614e-02 2.000000e-01 gap function : 1.088332e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.5 ===== beginning time step 26 : 0.52 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 7.009473e-02 0.000000e+00 energy 7.782788e+01 9.639181e-02 7.782788e-01 displacement 2.892176e-01 2.892176e-01 2.892176e-07 2 Nonlinear solution status: time= 0.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.964307e-07 0.000000e+00 energy 7.782788e+01 1.883445e-07 7.782788e-01 displacement 2.892176e-01 1.278797e-06 2.890409e-07 3 Nonlinear solution status: time= 0.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.171397e-12 0.000000e+00 energy 7.782788e+01 1.753957e-13 7.782788e-01 displacement 2.892176e-01 4.285234e-12 2.890421e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.318425e-02 2.000000e-01 gap function : 2.186519e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.52 ===== beginning time step 27 : 0.54 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 7.457157e-02 0.000000e+00 energy 7.763483e+01 9.909268e-02 7.763483e-01 displacement 2.888669e-01 2.888669e-01 2.888669e-07 2 Nonlinear solution status: time= 0.54 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.227757e-07 0.000000e+00 energy 7.763483e+01 2.059871e-07 7.763483e-01 displacement 2.888669e-01 1.340951e-06 2.886887e-07 3 Nonlinear solution status: time= 0.54 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.617664e-12 0.000000e+00 energy 7.763483e+01 1.865378e-13 7.763483e-01 displacement 2.888669e-01 4.722323e-12 2.886899e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.128266e-01 2.000000e-01 gap function : 3.493758e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.54 ===== beginning time step 28 : 0.56 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.412870e-01 0.000000e+00 energy 7.743639e+01 1.014491e-01 7.743639e-01 displacement 2.885134e-01 2.885134e-01 2.885134e-07 2 Nonlinear solution status: time= 0.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 3.752630e-04 0.000000e+00 energy 7.743639e+01 2.864046e-05 7.743639e-01 displacement 2.885134e-01 3.547618e-04 2.895998e-07 3 Nonlinear solution status: time= 0.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.629460e-08 0.000000e+00 energy 7.743639e+01 5.641735e-09 7.743639e-01 displacement 2.885134e-01 1.418252e-08 2.895527e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.498707e-01 2.000000e-01 gap function : 4.847436e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.56 ===== beginning time step 29 : 0.58 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490709e+04 4.345812e-01 0.000000e+00 energy 7.723231e+01 1.058510e-01 7.723231e-01 displacement 2.881793e-01 2.881793e-01 2.881793e-07 2 Nonlinear solution status: time= 0.58 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490709e+04 1.571501e-03 0.000000e+00 energy 7.723231e+01 6.897185e-05 7.723231e-01 displacement 2.881793e-01 9.065262e-04 2.907131e-07 3 Nonlinear solution status: time= 0.58 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490709e+04 5.766166e-08 0.000000e+00 energy 7.723231e+01 2.124279e-08 7.723231e-01 displacement 2.881793e-01 4.363907e-08 2.906053e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.845501e-01 2.000000e-01 gap function : 6.232053e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.58 ===== beginning time step 30 : 0.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.490662e+04 2.772649e-01 0.000000e+00 energy 7.702240e+01 1.069118e-01 7.702240e-01 displacement 2.878638e-01 2.878638e-01 2.878638e-07 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 3.490662e+04 4.916893e-04 0.000000e+00 energy 7.702240e+01 3.537918e-05 7.702240e-01 displacement 2.878638e-01 4.282480e-04 2.891040e-07 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 3.490662e+04 2.183860e-08 0.000000e+00 energy 7.702240e+01 7.235201e-09 7.702240e-01 displacement 2.878638e-01 1.830692e-08 2.890495e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.171098e-01 2.000000e-01 gap function : 7.645225e-02 *** 4 Nonlinear solution status: time= 0.6 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490662e+04 9.151663e-01 0.000000e+00 energy 7.702240e+01 2.753177e-01 7.702240e-01 displacement 2.878638e-01 1.355323e-01 8.068976e-07 5 Nonlinear solution status: time= 0.6 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490662e+04 6.622191e-06 0.000000e+00 energy 7.702240e+01 3.405977e-06 7.702240e-01 displacement 2.878638e-01 8.432949e-06 8.040552e-07 6 Nonlinear solution status: time= 0.6 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490662e+04 9.202006e-10 0.000000e+00 energy 7.702240e+01 1.447206e-10 7.702240e-01 displacement 2.878638e-01 2.175770e-10 8.040574e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.393585e-02 2.000000e-01 gap function : 1.392320e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.6 ===== beginning time step 31 : 0.62 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.008366e-01 0.000000e+00 energy 7.662854e+01 1.131498e-01 7.662854e-01 displacement 2.870532e-01 2.870532e-01 2.870532e-07 2 Nonlinear solution status: time= 0.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.123101e-07 0.000000e+00 energy 7.662854e+01 3.186111e-07 7.662854e-01 displacement 2.870532e-01 1.686142e-06 2.868699e-07 3 Nonlinear solution status: time= 0.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.198442e-12 0.000000e+00 energy 7.662854e+01 2.238157e-13 7.662854e-01 displacement 2.870532e-01 7.584942e-12 2.868714e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.089795e-02 2.000000e-01 gap function : 2.681055e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.62 ===== beginning time step 32 : 0.64 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.073885e-01 0.000000e+00 energy 7.640206e+01 1.163154e-01 7.640206e-01 displacement 2.866907e-01 2.866907e-01 2.866907e-07 2 Nonlinear solution status: time= 0.64 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.686956e-07 0.000000e+00 energy 7.640206e+01 3.487824e-07 7.640206e-01 displacement 2.866907e-01 1.771519e-06 2.865070e-07 3 Nonlinear solution status: time= 0.64 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.467039e-12 0.000000e+00 energy 7.640206e+01 2.349770e-13 7.640206e-01 displacement 2.866907e-01 8.391162e-12 2.865086e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.057722e-01 2.000000e-01 gap function : 4.135145e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.64 ===== beginning time step 33 : 0.66 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.143819e-01 0.000000e+00 energy 7.616927e+01 1.195652e-01 7.616927e-01 displacement 2.863278e-01 2.863278e-01 2.863278e-07 2 Nonlinear solution status: time= 0.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.329541e-07 0.000000e+00 energy 7.616927e+01 3.818468e-07 7.616927e-01 displacement 2.863278e-01 1.861769e-06 2.861441e-07 3 Nonlinear solution status: time= 0.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.993912e-12 0.000000e+00 energy 7.616927e+01 2.464844e-13 7.616927e-01 displacement 2.863278e-01 9.290526e-12 2.861459e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.387248e-01 2.000000e-01 gap function : 5.634868e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.66 ===== beginning time step 34 : 0.68 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.218457e-01 0.000000e+00 energy 7.593002e+01 1.228999e-01 7.593002e-01 displacement 2.859653e-01 2.859653e-01 2.859653e-07 2 Nonlinear solution status: time= 0.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.061906e-07 0.000000e+00 energy 7.593002e+01 4.180760e-07 7.593002e-01 displacement 2.859653e-01 1.957176e-06 2.857819e-07 3 Nonlinear solution status: time= 0.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.083178e-11 0.000000e+00 energy 7.593002e+01 2.582942e-13 7.593002e-01 displacement 2.859653e-01 1.029481e-11 2.857838e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.699052e-01 2.000000e-01 gap function : 7.168989e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.68 ===== beginning time step 35 : 0.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.490629e+04 1.298106e-01 0.000000e+00 energy 7.568412e+01 1.263203e-01 7.568412e-01 displacement 2.856038e-01 2.856038e-01 2.856038e-07 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 3.490629e+04 6.896629e-07 0.000000e+00 energy 7.568412e+01 4.577657e-07 7.568412e-01 displacement 2.856038e-01 2.058037e-06 2.854211e-07 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 3.490629e+04 1.304425e-11 0.000000e+00 energy 7.568412e+01 2.703241e-13 7.568412e-01 displacement 2.856038e-01 1.141744e-11 2.854231e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.994484e-01 2.000000e-01 gap function : 8.734446e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 ===== beginning time step 36 : 0.72 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.383089e-01 0.000000e+00 energy 7.543141e+01 1.298267e-01 7.543141e-01 displacement 2.852441e-01 2.852441e-01 2.852441e-07 2 Nonlinear solution status: time= 0.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.848018e-07 0.000000e+00 energy 7.543141e+01 5.012362e-07 7.543141e-01 displacement 2.852441e-01 2.164666e-06 2.850624e-07 3 Nonlinear solution status: time= 0.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.570819e-11 0.000000e+00 energy 7.543141e+01 2.824394e-13 7.543141e-01 displacement 2.852441e-01 1.267375e-11 2.850645e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.274763e-01 2.000000e-01 gap function : 1.033043e-01 *** 4 Nonlinear solution status: time= 0.72 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.623610e-01 0.000000e+00 energy 7.543141e+01 1.658622e-01 7.543141e-01 displacement 2.852441e-01 2.346335e-01 1.015629e-06 5 Nonlinear solution status: time= 0.72 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.413945e-05 0.000000e+00 energy 7.543141e+01 3.979073e-06 7.543141e-01 displacement 2.852441e-01 3.182745e-06 1.015165e-06 6 Nonlinear solution status: time= 0.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.878416e-08 0.000000e+00 energy 7.543141e+01 2.106008e-09 7.543141e-01 displacement 2.852441e-01 5.764665e-10 1.015184e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.912857e-02 2.000000e-01 gap function : 1.986379e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.72 ===== beginning time step 37 : 0.74 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490633e+04 1.583914e-01 0.000000e+00 energy 7.487921e+01 1.374966e-01 7.487921e-01 displacement 2.841791e-01 2.841791e-01 2.841791e-07 2 Nonlinear solution status: time= 0.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490633e+04 1.037319e-06 0.000000e+00 energy 7.487921e+01 6.091284e-07 7.487921e-01 displacement 2.841791e-01 2.384994e-06 2.839976e-07 3 Nonlinear solution status: time= 0.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490633e+04 2.223839e-11 0.000000e+00 energy 7.487921e+01 1.927877e-13 7.487921e-01 displacement 2.841791e-01 1.570053e-11 2.839999e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.157169e-02 2.000000e-01 gap function : 3.498422e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.74 ===== beginning time step 38 : 0.76 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.687902e-01 0.000000e+00 energy 7.460423e+01 1.412728e-01 7.460423e-01 displacement 2.838232e-01 2.838232e-01 2.838232e-07 2 Nonlinear solution status: time= 0.76 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.180871e-06 0.000000e+00 energy 7.460423e+01 6.669054e-07 7.460423e-01 displacement 2.838232e-01 2.510837e-06 2.836441e-07 3 Nonlinear solution status: time= 0.76 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.676599e-11 0.000000e+00 energy 7.460423e+01 1.894939e-13 7.460423e-01 displacement 2.838232e-01 1.745469e-11 2.836466e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.024762e-01 2.000000e-01 gap function : 5.160967e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.76 ===== beginning time step 39 : 0.78 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.798757e-01 0.000000e+00 energy 7.432179e+01 1.451351e-01 7.432179e-01 displacement 2.834727e-01 2.834727e-01 2.834727e-07 2 Nonlinear solution status: time= 0.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.344458e-06 0.000000e+00 energy 7.432179e+01 7.300998e-07 7.432179e-01 displacement 2.834727e-01 2.643869e-06 2.832967e-07 3 Nonlinear solution status: time= 0.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.223151e-11 0.000000e+00 energy 7.432179e+01 1.817104e-13 7.432179e-01 displacement 2.834727e-01 1.942390e-11 2.832993e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.319452e-01 2.000000e-01 gap function : 6.870835e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.78 ===== beginning time step 40 : 0.8 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.490629e+04 1.916886e-01 0.000000e+00 energy 7.403169e+01 1.490828e-01 7.403169e-01 displacement 2.831290e-01 2.831290e-01 2.831290e-07 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 3.490629e+04 1.530764e-06 0.000000e+00 energy 7.403169e+01 7.991809e-07 7.403169e-01 displacement 2.831290e-01 2.784487e-06 2.829566e-07 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 3.490629e+04 3.881905e-11 0.000000e+00 energy 7.403169e+01 1.699783e-13 7.403169e-01 displacement 2.831290e-01 2.163718e-11 2.829594e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.600730e-01 2.000000e-01 gap function : 8.619914e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 ===== beginning time step 41 : 0.82 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.042720e-01 0.000000e+00 energy 7.373374e+01 1.531148e-01 7.373374e-01 displacement 2.827931e-01 2.827931e-01 2.827931e-07 2 Nonlinear solution status: time= 0.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.742888e-06 0.000000e+00 energy 7.373374e+01 8.746572e-07 7.373374e-01 displacement 2.827931e-01 2.933100e-06 2.826251e-07 3 Nonlinear solution status: time= 0.82 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.676347e-11 0.000000e+00 energy 7.373374e+01 1.528999e-13 7.373374e-01 displacement 2.827931e-01 2.412840e-11 2.826280e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.869461e-01 2.000000e-01 gap function : 1.040595e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.82 ===== beginning time step 42 : 0.84 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.176712e-01 0.000000e+00 energy 7.342779e+01 1.572297e-01 7.342779e-01 displacement 2.824666e-01 2.824666e-01 2.824666e-07 2 Nonlinear solution status: time= 0.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.984332e-06 0.000000e+00 energy 7.342779e+01 9.570723e-07 7.342779e-01 displacement 2.824666e-01 3.090131e-06 2.823036e-07 3 Nonlinear solution status: time= 0.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.635060e-11 0.000000e+00 energy 7.342779e+01 1.285029e-13 7.342779e-01 displacement 2.824666e-01 2.693678e-11 2.823067e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.126435e-01 2.000000e-01 gap function : 1.222849e-01 *** 4 Nonlinear solution status: time= 0.84 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.675280e-01 0.000000e+00 energy 7.342779e+01 3.535008e-01 7.342779e-01 displacement 2.824666e-01 3.079306e-01 1.146237e-06 5 Nonlinear solution status: time= 0.84 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.458596e-04 0.000000e+00 energy 7.342779e+01 1.476922e-05 7.342779e-01 displacement 2.824666e-01 6.710734e-06 1.145112e-06 6 Nonlinear solution status: time= 0.84 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.521148e-07 0.000000e+00 energy 7.342779e+01 8.181619e-09 7.342779e-01 displacement 2.824666e-01 1.430138e-09 1.145140e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.155981e-02 2.000000e-01 gap function : 2.662808e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.84 ===== beginning time step 43 : 0.86 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490637e+04 2.527355e-01 0.000000e+00 energy 7.269147e+01 1.670853e-01 7.269147e-01 displacement 2.812552e-01 2.812552e-01 2.812552e-07 2 Nonlinear solution status: time= 0.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490637e+04 2.701657e-06 0.000000e+00 energy 7.269147e+01 1.184285e-06 7.269147e-01 displacement 2.812552e-01 3.446927e-06 2.811015e-07 3 Nonlinear solution status: time= 0.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490637e+04 8.166258e-11 0.000000e+00 energy 7.269147e+01 3.173603e-13 7.269147e-01 displacement 2.812552e-01 3.405613e-11 2.811050e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.098097e-02 2.000000e-01 gap function : 4.407551e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.86 ===== beginning time step 44 : 0.88 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.692172e-01 0.000000e+00 energy 7.235774e+01 1.714625e-01 7.235774e-01 displacement 2.809596e-01 2.809596e-01 2.809596e-07 2 Nonlinear solution status: time= 0.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.073707e-06 0.000000e+00 energy 7.235774e+01 1.294584e-06 7.235774e-01 displacement 2.809596e-01 3.633788e-06 2.808136e-07 3 Nonlinear solution status: time= 0.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 9.835584e-11 0.000000e+00 energy 7.235774e+01 4.084124e-13 7.235774e-01 displacement 2.809596e-01 3.807443e-11 2.808173e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.919948e-02 2.000000e-01 gap function : 6.325268e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.88 ===== beginning time step 45 : 0.9 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.490629e+04 2.867314e-01 0.000000e+00 energy 7.201545e+01 1.759126e-01 7.201545e-01 displacement 2.806804e-01 2.806804e-01 2.806804e-07 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 3.490629e+04 3.496505e-06 0.000000e+00 energy 7.201545e+01 1.414641e-06 7.201545e-01 displacement 2.806804e-01 3.831032e-06 2.805432e-07 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 3.490629e+04 1.186069e-10 0.000000e+00 energy 7.201545e+01 5.301971e-13 7.201545e-01 displacement 2.806804e-01 4.262437e-11 2.805472e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.262839e-01 2.000000e-01 gap function : 8.296014e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 ===== beginning time step 46 : 0.92 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.053277e-01 0.000000e+00 energy 7.166436e+01 1.804317e-01 7.166436e-01 displacement 2.804198e-01 2.804198e-01 2.804198e-07 2 Nonlinear solution status: time= 0.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.976329e-06 0.000000e+00 energy 7.166436e+01 1.545172e-06 7.166436e-01 displacement 2.804198e-01 4.039171e-06 2.802924e-07 3 Nonlinear solution status: time= 0.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.431178e-10 0.000000e+00 energy 7.166436e+01 6.837217e-13 7.166436e-01 displacement 2.804198e-01 4.778510e-11 2.802966e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.522975e-01 2.000000e-01 gap function : 1.031281e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.92 ===== beginning time step 47 : 0.94 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.250598e-01 0.000000e+00 energy 7.130433e+01 1.850155e-01 7.130433e-01 displacement 2.801799e-01 2.801799e-01 2.801799e-07 2 Nonlinear solution status: time= 0.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.520504e-06 0.000000e+00 energy 7.130433e+01 1.686948e-06 7.130433e-01 displacement 2.801799e-01 4.258719e-06 2.800635e-07 3 Nonlinear solution status: time= 0.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.728215e-10 0.000000e+00 energy 7.130433e+01 8.798787e-13 7.130433e-01 displacement 2.801799e-01 5.365069e-11 2.800679e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.772991e-01 2.000000e-01 gap function : 1.237372e-01 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.94 ===== beginning time step 48 : 0.96 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.459820e-01 0.000000e+00 energy 7.093526e+01 1.896595e-01 7.093526e-01 displacement 2.799630e-01 2.799630e-01 2.799630e-07 2 Nonlinear solution status: time= 0.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.137214e-06 0.000000e+00 energy 7.093526e+01 1.840767e-06 7.093526e-01 displacement 2.799630e-01 4.490206e-06 2.798589e-07 3 Nonlinear solution status: time= 0.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.088688e-10 0.000000e+00 energy 7.093526e+01 1.133548e-12 7.093526e-01 displacement 2.799630e-01 6.033175e-11 2.798636e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.013429e-01 2.000000e-01 gap function : 1.447843e-01 *** 4 Nonlinear solution status: time= 0.96 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.710896e+00 0.000000e+00 energy 7.093526e+01 7.337589e-01 7.093526e-01 displacement 2.799630e-01 4.000265e-01 1.297146e-06 5 Nonlinear solution status: time= 0.96 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.504081e-03 0.000000e+00 energy 7.093526e+01 2.189641e-04 7.093526e-01 displacement 2.799630e-01 2.347814e-03 1.310793e-06 6 Nonlinear solution status: time= 0.96 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.444571e-06 0.000000e+00 energy 7.093526e+01 3.489141e-07 7.093526e-01 displacement 2.799630e-01 1.014517e-07 1.310526e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.538694e-02 2.000000e-01 gap function : 3.579345e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.96 ===== beginning time step 49 : 0.98 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490502e+04 2.785079e+00 0.000000e+00 energy 6.995216e+01 8.257003e-02 6.995216e-01 displacement 2.788462e-01 2.788462e-01 2.788462e-07 2 Nonlinear solution status: time= 0.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490502e+04 7.147105e-02 0.000000e+00 energy 6.995216e+01 8.470351e-04 6.995216e-01 displacement 2.788462e-01 5.299253e-03 3.090687e-07 3 Nonlinear solution status: time= 0.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490502e+04 4.676595e-06 0.000000e+00 energy 6.995216e+01 1.470259e-06 6.995216e-01 displacement 2.788462e-01 2.161072e-06 3.077211e-07 4 Nonlinear solution status: time= 0.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490502e+04 7.537656e-10 0.000000e+00 energy 6.995216e+01 2.143706e-10 6.995216e-01 displacement 2.788462e-01 1.096453e-09 3.077275e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.256796e-02 2.000000e-01 gap function : 5.672237e-02 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.98 ===== beginning time step 50 : 1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.489974e+04 2.759183e+00 0.000000e+00 energy 6.955015e+01 9.822839e-02 6.955015e-01 displacement 2.787046e-01 2.787046e-01 2.787046e-07 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 3.489974e+04 9.260503e-02 0.000000e+00 energy 6.955015e+01 1.127506e-03 6.955015e-01 displacement 2.787046e-01 6.785636e-03 3.107613e-07 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 3.489974e+04 6.303313e-06 0.000000e+00 energy 6.955015e+01 1.907595e-06 6.955015e-01 displacement 2.787046e-01 3.215198e-06 3.090887e-07 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 3.489974e+04 6.485804e-10 0.000000e+00 energy 6.955015e+01 1.519214e-10 6.955015e-01 displacement 2.787046e-01 1.022788e-09 3.090960e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875036e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 1 ===== beginning time step 51 : 1.02 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.02 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.485804e-10 3.176980e-24 0.000000e+00 energy 5.671212e-12 2.424698e-20 5.671212e-14 displacement 1.625356e-13 1.625356e-13 1.625356e-19 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.02 ===== beginning time step 52 : 1.04 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.173925e-24 3.176266e-24 0.000000e+00 energy 1.586938e-26 8.962911e-27 1.586938e-28 displacement 1.727113e-28 1.727113e-28 1.727113e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.04 ===== beginning time step 53 : 1.06 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.195529e-24 2.726044e-24 0.000000e+00 energy 1.977020e-26 8.702017e-27 1.977020e-28 displacement 2.484976e-28 2.484976e-28 2.484976e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.06 ===== beginning time step 54 : 1.08 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.740090e-24 2.048969e-24 0.000000e+00 energy 1.462491e-26 5.715577e-27 1.462491e-28 displacement 1.758770e-28 1.758770e-28 1.758770e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.08 ===== beginning time step 55 : 1.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.058410e-24 2.968090e-24 0.000000e+00 energy 1.241714e-26 7.326968e-27 1.241714e-28 displacement 1.627041e-28 1.627041e-28 1.627041e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.1 ===== beginning time step 56 : 1.12 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.083564e-24 3.627428e-24 0.000000e+00 energy 1.388419e-26 8.961169e-27 1.388419e-28 displacement 1.298170e-28 1.298170e-28 1.298170e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.12 ===== beginning time step 57 : 1.14 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.474115e-24 3.264285e-24 0.000000e+00 energy 1.938618e-26 1.017152e-26 1.938618e-28 displacement 2.528695e-28 2.528695e-28 2.528695e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.14 ===== beginning time step 58 : 1.16 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.234762e-24 2.999046e-24 0.000000e+00 energy 1.574470e-26 5.411853e-27 1.574470e-28 displacement 2.088856e-28 2.088856e-28 2.088856e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.16 ===== beginning time step 59 : 1.18 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.094886e-24 5.012329e-24 0.000000e+00 energy 1.466924e-26 1.049394e-26 1.466924e-28 displacement 1.487387e-28 1.487387e-28 1.487387e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.18 ===== beginning time step 60 : 1.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 4.704980e-24 4.132992e-24 0.000000e+00 energy 2.113056e-26 1.358902e-26 2.113056e-28 displacement 1.698423e-28 1.698423e-28 1.698423e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.2 ===== beginning time step 61 : 1.22 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.230397e-24 3.260856e-24 0.000000e+00 energy 1.932210e-26 1.066045e-26 1.932210e-28 displacement 1.744124e-28 1.744124e-28 1.744124e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.22 ===== beginning time step 62 : 1.24 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.332425e-24 2.801746e-24 0.000000e+00 energy 1.673641e-26 7.615121e-27 1.673641e-28 displacement 1.823518e-28 1.823518e-28 1.823518e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.24 ===== beginning time step 63 : 1.26 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.818462e-24 3.358004e-24 0.000000e+00 energy 1.615246e-26 7.414345e-27 1.615246e-28 displacement 2.044811e-28 2.044811e-28 2.044811e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.26 ===== beginning time step 64 : 1.28 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.378333e-24 3.562975e-24 0.000000e+00 energy 1.920206e-26 1.050192e-26 1.920206e-28 displacement 2.147851e-28 2.147851e-28 2.147851e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.28 ===== beginning time step 65 : 1.3 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.603828e-24 3.563864e-24 0.000000e+00 energy 1.881820e-26 1.068901e-26 1.881820e-28 displacement 1.995178e-28 1.995178e-28 1.995178e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.3 ===== beginning time step 66 : 1.32 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.446769e-24 2.440234e-24 0.000000e+00 energy 1.520605e-26 7.134393e-27 1.520605e-28 displacement 1.702464e-28 1.702464e-28 1.702464e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.32 ===== beginning time step 67 : 1.34 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.431386e-24 2.852502e-24 0.000000e+00 energy 1.340347e-26 7.570879e-27 1.340347e-28 displacement 1.859834e-28 1.859834e-28 1.859834e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.34 ===== beginning time step 68 : 1.36 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.964973e-24 4.012664e-24 0.000000e+00 energy 1.396764e-26 9.449029e-27 1.396764e-28 displacement 1.515862e-28 1.515862e-28 1.515862e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.36 ===== beginning time step 69 : 1.38 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.727660e-24 3.863279e-24 0.000000e+00 energy 1.713832e-26 1.124871e-26 1.713832e-28 displacement 1.567277e-28 1.567277e-28 1.567277e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.38 ===== beginning time step 70 : 1.4 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.707076e-24 3.017528e-24 0.000000e+00 energy 1.976660e-26 9.100804e-27 1.976660e-28 displacement 2.115710e-28 2.115710e-28 2.115710e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.4 ===== beginning time step 71 : 1.42 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.936360e-24 3.391458e-24 0.000000e+00 energy 1.574129e-26 1.094767e-26 1.574129e-28 displacement 1.881209e-28 1.881209e-28 1.881209e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.42 ===== beginning time step 72 : 1.44 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.410906e-24 2.428534e-24 0.000000e+00 energy 1.782291e-26 8.039389e-27 1.782291e-28 displacement 1.798309e-28 1.798309e-28 1.798309e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.44 ===== beginning time step 73 : 1.46 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.508510e-24 3.288325e-24 0.000000e+00 energy 1.216834e-26 5.804682e-27 1.216834e-28 displacement 1.241597e-28 1.241597e-28 1.241597e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.46 ===== beginning time step 74 : 1.48 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.295130e-24 3.228175e-24 0.000000e+00 energy 2.011057e-26 1.188028e-26 2.011057e-28 displacement 2.485468e-28 2.485468e-28 2.485468e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.48 ===== beginning time step 75 : 1.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.204590e-24 2.953786e-24 0.000000e+00 energy 1.953365e-26 9.668169e-27 1.953365e-28 displacement 2.041951e-28 2.041951e-28 2.041951e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.5 ===== beginning time step 76 : 1.52 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.922215e-24 3.221556e-24 0.000000e+00 energy 1.447463e-26 8.678463e-27 1.447463e-28 displacement 1.599642e-28 1.599642e-28 1.599642e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.52 ===== beginning time step 77 : 1.54 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.100541e-24 3.497850e-24 0.000000e+00 energy 1.539071e-26 9.900960e-27 1.539071e-28 displacement 1.648476e-28 1.648476e-28 1.648476e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.54 ===== beginning time step 78 : 1.56 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.564597e-24 3.154348e-24 0.000000e+00 energy 1.808324e-26 8.037521e-27 1.808324e-28 displacement 1.583783e-28 1.583783e-28 1.583783e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.56 ===== beginning time step 79 : 1.58 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.049149e-24 2.632425e-24 0.000000e+00 energy 1.443171e-26 5.499147e-27 1.443171e-28 displacement 1.435327e-28 1.435327e-28 1.435327e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.58 ===== beginning time step 80 : 1.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.683690e-24 2.776060e-24 0.000000e+00 energy 1.481003e-26 8.429685e-27 1.481003e-28 displacement 1.520042e-28 1.520042e-28 1.520042e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.6 ===== beginning time step 81 : 1.62 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.815217e-24 2.227461e-24 0.000000e+00 energy 1.713478e-26 8.827690e-27 1.713478e-28 displacement 1.946256e-28 1.946256e-28 1.946256e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.62 ===== beginning time step 82 : 1.64 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.433425e-24 2.735861e-24 0.000000e+00 energy 1.376092e-26 6.319393e-27 1.376092e-28 displacement 1.675575e-28 1.675575e-28 1.675575e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.64 ===== beginning time step 83 : 1.66 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.745375e-24 2.470162e-24 0.000000e+00 energy 1.342067e-26 8.061494e-27 1.342067e-28 displacement 1.382020e-28 1.382020e-28 1.382020e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.66 ===== beginning time step 84 : 1.68 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.335836e-24 2.981440e-24 0.000000e+00 energy 1.348604e-26 7.256107e-27 1.348604e-28 displacement 1.802975e-28 1.802975e-28 1.802975e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.68 ===== beginning time step 85 : 1.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.960976e-24 2.063759e-24 0.000000e+00 energy 1.438695e-26 6.902442e-27 1.438695e-28 displacement 1.788220e-28 1.788220e-28 1.788220e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.7 ===== beginning time step 86 : 1.72 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 1.928707e-24 2.505677e-24 0.000000e+00 energy 1.221551e-26 6.254398e-27 1.221551e-28 displacement 1.963427e-28 1.963427e-28 1.963427e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.72 ===== beginning time step 87 : 1.74 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.552387e-24 2.326659e-24 0.000000e+00 energy 1.346313e-26 4.998600e-27 1.346313e-28 displacement 1.587065e-28 1.587065e-28 1.587065e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.74 ===== beginning time step 88 : 1.76 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.430828e-24 4.795320e-24 0.000000e+00 energy 1.363140e-26 9.397520e-27 1.363140e-28 displacement 1.495330e-28 1.495330e-28 1.495330e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.76 ===== beginning time step 89 : 1.78 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 4.471545e-24 3.357671e-24 0.000000e+00 energy 1.969944e-26 9.392694e-27 1.969944e-28 displacement 1.819130e-28 1.819130e-28 1.819130e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.78 ===== beginning time step 90 : 1.8 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.328546e-24 2.921272e-24 0.000000e+00 energy 1.352214e-26 6.552362e-27 1.352214e-28 displacement 1.640859e-28 1.640859e-28 1.640859e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.8 ===== beginning time step 91 : 1.82 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.781833e-24 2.637288e-24 0.000000e+00 energy 1.545158e-26 6.618904e-27 1.545158e-28 displacement 1.678131e-28 1.678131e-28 1.678131e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.82 ===== beginning time step 92 : 1.84 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.590463e-24 3.584296e-24 0.000000e+00 energy 1.482732e-26 7.407792e-27 1.482732e-28 displacement 1.575900e-28 1.575900e-28 1.575900e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.84 ===== beginning time step 93 : 1.86 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.477694e-24 2.612910e-24 0.000000e+00 energy 1.526503e-26 8.726066e-27 1.526503e-28 displacement 1.493442e-28 1.493442e-28 1.493442e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.86 ===== beginning time step 94 : 1.88 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.669383e-24 3.083246e-24 0.000000e+00 energy 1.399894e-26 7.498060e-27 1.399894e-28 displacement 1.552279e-28 1.552279e-28 1.552279e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.88 ===== beginning time step 95 : 1.9 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 3.050345e-24 2.666097e-24 0.000000e+00 energy 1.541666e-26 5.910054e-27 1.541666e-28 displacement 1.865432e-28 1.865432e-28 1.865432e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.9 ===== beginning time step 96 : 1.92 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.548289e-24 2.446896e-24 0.000000e+00 energy 1.441388e-26 7.609697e-27 1.441388e-28 displacement 1.465437e-28 1.465437e-28 1.465437e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.92 ===== beginning time step 97 : 1.94 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.429635e-24 2.791883e-24 0.000000e+00 energy 1.454919e-26 6.325775e-27 1.454919e-28 displacement 1.733433e-28 1.733433e-28 1.733433e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.94 ===== beginning time step 98 : 1.96 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.913373e-24 2.367345e-24 0.000000e+00 energy 1.357317e-26 5.729520e-27 1.357317e-28 displacement 1.497446e-28 1.497446e-28 1.497446e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.96 ===== beginning time step 99 : 1.98 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.316152e-24 2.332356e-24 0.000000e+00 energy 1.141446e-26 5.839708e-27 1.141446e-28 displacement 1.237841e-28 1.237841e-28 1.237841e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.98 ===== beginning time step 100 : 2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 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 2.622853e-24 2.887501e-24 0.000000e+00 energy 1.442172e-26 7.108011e-27 1.442172e-28 displacement 1.599126e-28 1.599126e-28 1.599126e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.875035e-02 2.000000e-01 gap function : 7.901789e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 2 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 .................... : 100 Total number of equilibrium iterations ............ : 285 Average number of equilibrium iterations .......... : 2.85 Total number of right hand evaluations ............ : 416 Total number of stiffness reformations ............ : 102 Time in linear solver: 0:00:01 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:00:03 (3 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:00 (0 sec) evaluating stiffness ......... : 0:00:00 (0 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:01 (1 sec) time in linear solver ........ : 0:00:01 (1 sec) Total elapsed time .............. : 0:00:03 (3 sec) N O R M A L T E R M I N A T I O N