=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 : Hundred.feb Plot file : Hundred.xplt Log file : Hundred.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 ................................................. : 100 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-23 9.233030e+02 0.000000e+00 energy 2.353490e-26 1.506236e-14 2.353490e-28 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 3.223041e-04 0.000000e+00 energy 1.506236e-14 2.899419e-04 1.506236e-16 displacement 4.320379e-29 5.179498e-04 5.179498e-10 ************************************************************************* * 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 3.223041e-04 7.114566e-17 0.000000e+00 energy 2.899419e-04 7.524052e-14 2.899419e-06 displacement 4.320379e-29 1.630963e-10 5.174717e-10 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.000000e+00 2.000000e-01 gap function : 5.072307e-02 *** 4 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.223041e-04 1.259160e-04 0.000000e+00 energy 2.899419e-04 1.431101e-04 2.899419e-06 displacement 4.320379e-29 3.229002e-04 1.657909e-09 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 3.223041e-04 5.730550e-11 0.000000e+00 energy 2.899419e-04 4.078921e-11 2.899419e-06 displacement 4.320379e-29 6.373197e-11 1.657374e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.415028e-01 2.000000e-01 gap function : 4.009767e-02 *** 6 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.223041e-04 2.537460e-04 0.000000e+00 energy 2.899419e-04 1.605154e-04 2.899419e-06 displacement 4.320379e-29 2.016187e-04 3.015120e-09 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 3.223041e-04 1.652125e-10 0.000000e+00 energy 2.899419e-04 8.228441e-11 2.899419e-06 displacement 4.320379e-29 1.282630e-10 3.014098e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 2.587572e-01 2.000000e-01 gap function : 3.170456e-02 *** 8 Nonlinear solution status: time= 0.02 stiffness updates = 2 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.223041e-04 9.935828e-05 0.000000e+00 energy 2.899419e-04 7.938424e-05 2.899419e-06 displacement 4.320379e-29 1.258621e-04 4.371804e-09 9 Nonlinear solution status: time= 0.02 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.223041e-04 8.626609e-11 0.000000e+00 energy 2.899419e-04 3.220610e-11 2.899419e-06 displacement 4.320379e-29 5.019129e-11 4.371034e-09 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 1.698679e-01 2.000000e-01 gap function : 2.507282e-02 *** convergence summary number of iterations : 9 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 8.450267e+02 0.000000e+00 energy 1.462762e+00 8.728050e-01 1.462762e-02 displacement 1.250435e-03 1.250435e-03 1.250435e-09 2 Nonlinear solution status: time= 0.04 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.221882 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 5.442756e+02 0.000000e+00 energy 1.462762e+00 4.867060e-01 1.462762e-02 displacement 1.250435e-03 1.738384e-03 5.740084e-09 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 6.110419e+01 0.000000e+00 energy 1.462762e+00 3.718014e-02 1.462762e-02 displacement 1.250435e-03 1.306234e-04 4.212801e-09 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 6.750011e+00 0.000000e+00 energy 1.462762e+00 8.537697e-03 1.462762e-02 displacement 1.250435e-03 1.418418e-05 4.250888e-09 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 8.661163e-02 0.000000e+00 energy 1.462762e+00 3.949664e-04 1.462762e-02 displacement 1.250435e-03 7.156045e-06 4.474747e-09 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 1.364686e-03 0.000000e+00 energy 1.462762e+00 6.249934e-06 1.462762e-02 displacement 1.250435e-03 9.614058e-08 4.514830e-09 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 1.178942e-06 0.000000e+00 energy 1.462762e+00 1.430701e-08 1.462762e-02 displacement 1.250435e-03 6.758353e-10 4.518176e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.625086e-01 2.000000e-01 gap function : 6.817608e-02 *** 8 Nonlinear solution status: time= 0.04 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.575381e+00 0.000000e+00 energy 1.462762e+00 1.813045e-02 1.462762e-02 displacement 1.250435e-03 2.911879e-03 1.467773e-08 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 1.751882e-03 0.000000e+00 energy 1.462762e+00 2.959341e-05 1.462762e-02 displacement 1.250435e-03 6.735183e-07 1.466382e-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 2.098660e-06 0.000000e+00 energy 1.462762e+00 1.791549e-08 1.462762e-02 displacement 1.250435e-03 1.391486e-09 1.465988e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.599653e-01 2.000000e-01 gap function : 4.779235e-02 *** 11 Nonlinear solution status: time= 0.04 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 6.325284e-02 0.000000e+00 energy 1.462762e+00 3.844922e-03 1.462762e-02 displacement 1.250435e-03 1.382038e-03 2.503303e-08 12 Nonlinear solution status: time= 0.04 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 7.006395e-04 0.000000e+00 energy 1.462762e+00 6.310501e-06 1.462762e-02 displacement 1.250435e-03 1.033957e-07 2.508002e-08 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 13 Nonlinear solution status: time= 0.04 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.325144e-16 0.000000e+00 energy 1.462762e+00 1.576487e-14 1.462762e-02 displacement 1.250435e-03 9.887422e-10 2.507953e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.573503e-01 2.000000e-01 gap function : 3.365829e-02 *** convergence summary number of iterations : 13 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 7.329985e+03 2.666248e+02 0.000000e+00 energy 6.128258e+00 1.024931e+00 6.128258e-02 displacement 6.850746e-03 6.850746e-03 6.850746e-09 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 7.329985e+03 9.785257e+01 0.000000e+00 energy 6.128258e+00 2.659366e-01 6.128258e-02 displacement 6.850746e-03 1.077952e-03 1.239736e-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 7.329985e+03 6.605119e-02 0.000000e+00 energy 6.128258e+00 1.539248e-03 6.128258e-02 displacement 6.850746e-03 1.463329e-04 1.001792e-08 4 Nonlinear solution status: time= 0.06 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 3.192179e-04 0.000000e+00 energy 6.128258e+00 2.008296e-06 6.128258e-02 displacement 6.850746e-03 1.254090e-07 9.982224e-09 5 Nonlinear solution status: time= 0.06 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.418110e-06 0.000000e+00 energy 6.128258e+00 1.133284e-09 6.128258e-02 displacement 6.850746e-03 3.906058e-10 9.982152e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.423143e-01 2.000000e-01 gap function : 7.649086e-02 *** 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 7.329985e+03 1.115982e+01 0.000000e+00 energy 6.128258e+00 2.951766e-02 6.128258e-02 displacement 6.850746e-03 7.574134e-03 3.488471e-08 7 Nonlinear solution status: time= 0.06 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 3.411819e-02 0.000000e+00 energy 6.128258e+00 3.495552e-05 6.128258e-02 displacement 6.850746e-03 1.438128e-05 3.440369e-08 8 Nonlinear solution status: time= 0.06 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 9.232088e-05 0.000000e+00 energy 6.128258e+00 1.048355e-06 6.128258e-02 displacement 6.850746e-03 3.572345e-08 3.438846e-08 9 Nonlinear solution status: time= 0.06 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.466697e-08 0.000000e+00 energy 6.128258e+00 3.370079e-10 6.128258e-02 displacement 6.850746e-03 1.400957e-10 3.438769e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.946218e-01 2.000000e-01 gap function : 5.291500e-02 *** convergence summary number of iterations : 9 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 1.389078e+04 1.709792e+02 0.000000e+00 energy 1.281254e+01 1.295592e+00 1.281254e-01 displacement 1.542397e-02 1.542397e-02 1.542397e-08 2 Nonlinear solution status: time= 0.08 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389078e+04 1.468934e+01 0.000000e+00 energy 1.281254e+01 7.401303e-02 1.281254e-01 displacement 1.542397e-02 7.049385e-04 2.125912e-08 3 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389078e+04 5.574382e-04 0.000000e+00 energy 1.281254e+01 6.621375e-06 1.281254e-01 displacement 1.542397e-02 3.172658e-05 1.982505e-08 4 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389078e+04 9.193787e-07 0.000000e+00 energy 1.281254e+01 1.405699e-08 1.281254e-01 displacement 1.542397e-02 7.676120e-10 1.982519e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.244447e-01 2.000000e-01 gap function : 9.430702e-02 *** 5 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389078e+04 8.310633e+00 0.000000e+00 energy 1.281254e+01 1.495323e-01 1.281254e-01 displacement 1.542397e-02 1.781931e-02 7.495881e-08 6 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389078e+04 4.761626e-03 0.000000e+00 energy 1.281254e+01 1.158255e-04 1.281254e-01 displacement 1.542397e-02 1.464963e-05 7.483531e-08 7 Nonlinear solution status: time= 0.08 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.389078e+04 1.461942e-05 0.000000e+00 energy 1.281254e+01 1.797710e-07 1.281254e-01 displacement 1.542397e-02 1.515524e-08 7.481583e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.773648e-01 2.000000e-01 gap function : 5.920876e-02 *** convergence summary number of iterations : 7 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 1.940894e+04 2.721008e+00 0.000000e+00 energy 1.813632e+01 7.955806e-02 1.813632e-01 displacement 2.259442e-02 2.259442e-02 2.259442e-08 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 3.290829e-02 0.000000e+00 energy 1.813632e+01 5.239331e-04 1.813632e-01 displacement 2.259442e-02 1.575399e-05 2.313933e-08 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 3.362730e-05 0.000000e+00 energy 1.813632e+01 5.816602e-07 1.813632e-01 displacement 2.259442e-02 2.114447e-07 2.307002e-08 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 2.465919e-07 0.000000e+00 energy 1.813632e+01 4.180078e-09 1.813632e-01 displacement 2.259442e-02 1.821287e-10 2.306986e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.860435e-01 2.000000e-01 gap function : 1.061651e-01 *** 5 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 7.788168e+00 0.000000e+00 energy 1.813632e+01 3.340611e-03 1.813632e-01 displacement 2.259442e-02 2.828707e-02 1.019254e-07 6 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 2.076008e-02 0.000000e+00 energy 1.813632e+01 3.556605e-04 1.813632e-01 displacement 2.259442e-02 4.846572e-05 1.020110e-07 7 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 1.889658e-05 0.000000e+00 energy 1.813632e+01 6.687737e-07 1.813632e-01 displacement 2.259442e-02 1.346531e-07 1.020576e-07 8 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.940894e+04 7.695809e-09 0.000000e+00 energy 1.813632e+01 4.290539e-11 1.813632e-01 displacement 2.259442e-02 9.537195e-11 1.020601e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.543318e-01 2.000000e-01 gap function : 7.053288e-02 *** convergence summary number of iterations : 8 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 1.983798e+04 6.669363e+02 0.000000e+00 energy 1.883995e+01 2.512676e+00 1.883995e-01 displacement 2.421800e-02 2.421800e-02 2.421800e-08 2 Nonlinear solution status: time= 0.12 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 7.447240e+02 0.000000e+00 energy 1.883995e+01 2.179771e+00 1.883995e-01 displacement 2.421800e-02 1.308395e-02 6.014466e-08 3 Nonlinear solution status: time= 0.12 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 1.179900e+00 0.000000e+00 energy 1.883995e+01 1.077193e-02 1.883995e-01 displacement 2.421800e-02 2.610818e-03 3.945446e-08 4 Nonlinear solution status: time= 0.12 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 1.940992e-02 0.000000e+00 energy 1.883995e+01 6.515807e-05 1.883995e-01 displacement 2.421800e-02 1.382074e-06 3.930050e-08 5 Nonlinear solution status: time= 0.12 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 7.030135e-04 0.000000e+00 energy 1.883995e+01 5.744460e-06 1.883995e-01 displacement 2.421800e-02 9.538036e-08 3.929795e-08 6 Nonlinear solution status: time= 0.12 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 7.018815e-06 0.000000e+00 energy 1.883995e+01 7.247370e-08 1.883995e-01 displacement 2.421800e-02 4.756964e-09 3.930284e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.439921e-01 2.000000e-01 gap function : 9.919061e-02 *** 7 Nonlinear solution status: time= 0.12 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 1.586747e+01 0.000000e+00 energy 1.883995e+01 1.664356e-03 1.883995e-01 displacement 2.421800e-02 3.725708e-02 1.486213e-07 8 Nonlinear solution status: time= 0.12 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 8.848370e-01 0.000000e+00 energy 1.883995e+01 8.845081e-03 1.883995e-01 displacement 2.421800e-02 1.576154e-04 1.506452e-07 9 Nonlinear solution status: time= 0.12 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 1.216238e-03 0.000000e+00 energy 1.883995e+01 1.690742e-05 1.883995e-01 displacement 2.421800e-02 6.213958e-06 1.505823e-07 10 Nonlinear solution status: time= 0.12 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.983798e+04 3.249695e-05 0.000000e+00 energy 1.883995e+01 3.622801e-07 1.883995e-01 displacement 2.421800e-02 7.757253e-09 1.505778e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.311087e-01 2.000000e-01 gap function : 6.167524e-02 *** convergence summary number of iterations : 10 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 2.851476e+04 5.834603e+01 0.000000e+00 energy 3.101410e+01 1.033712e+00 3.101410e-01 displacement 5.232169e-02 5.232169e-02 5.232169e-08 2 Nonlinear solution status: time= 0.14 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851476e+04 3.018872e+00 0.000000e+00 energy 3.101410e+01 3.088960e-02 3.101410e-01 displacement 5.232169e-02 6.147630e-04 6.033132e-08 3 Nonlinear solution status: time= 0.14 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851476e+04 2.190749e-04 0.000000e+00 energy 3.101410e+01 2.081688e-06 3.101410e-01 displacement 5.232169e-02 1.930193e-05 5.869603e-08 4 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851476e+04 1.505075e-07 0.000000e+00 energy 3.101410e+01 5.787415e-10 3.101410e-01 displacement 5.232169e-02 4.369972e-10 5.869310e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.093012e-01 2.000000e-01 gap function : 1.039970e-01 *** 5 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851476e+04 9.316879e+00 0.000000e+00 energy 3.101410e+01 4.496336e-01 3.101410e-01 displacement 5.232169e-02 4.959378e-02 2.115926e-07 6 Nonlinear solution status: time= 0.14 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851476e+04 1.019538e-02 0.000000e+00 energy 3.101410e+01 1.254157e-04 3.101410e-01 displacement 5.232169e-02 2.033761e-05 2.130549e-07 7 Nonlinear solution status: time= 0.14 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.851476e+04 5.655934e-05 0.000000e+00 energy 3.101410e+01 1.057350e-06 3.101410e-01 displacement 5.232169e-02 7.465980e-08 2.129971e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.117739e-01 2.000000e-01 gap function : 6.258461e-02 *** convergence summary number of iterations : 7 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 3.095342e+04 6.551581e+01 0.000000e+00 energy 3.467504e+01 6.953042e-01 3.467504e-01 displacement 6.100054e-02 6.100054e-02 6.100054e-08 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 3.095342e+04 2.929782e+00 0.000000e+00 energy 3.467504e+01 2.930791e-02 3.467504e-01 displacement 6.100054e-02 6.660809e-04 6.761450e-08 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 3.095342e+04 1.177476e-04 0.000000e+00 energy 3.467504e+01 1.363821e-06 3.467504e-01 displacement 6.100054e-02 2.210018e-05 6.607809e-08 4 Nonlinear solution status: time= 0.16 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.095342e+04 7.449010e-08 0.000000e+00 energy 3.467504e+01 6.087618e-10 3.467504e-01 displacement 6.100054e-02 2.192078e-10 6.607577e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.821448e-01 2.000000e-01 gap function : 1.064899e-01 *** convergence summary number of iterations : 4 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 3.360028e+04 1.427434e-01 0.000000e+00 energy 3.926094e+01 7.415776e-02 3.926094e-01 displacement 7.317778e-02 7.317778e-02 7.317778e-08 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 3.360028e+04 6.233360e-07 0.000000e+00 energy 3.926094e+01 2.947255e-07 3.926094e-01 displacement 7.317778e-02 2.245672e-07 7.294235e-08 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 3.360028e+04 1.554602e-13 0.000000e+00 energy 3.926094e+01 1.393459e-14 3.926094e-01 displacement 7.317778e-02 9.350043e-13 7.294286e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.444122e-01 2.000000e-01 gap function : 1.578638e-01 *** 4 Nonlinear solution status: time= 0.18 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360028e+04 1.331953e+00 0.000000e+00 energy 3.926094e+01 3.205360e-01 3.926094e-01 displacement 7.317778e-02 1.489996e-01 4.264446e-07 5 Nonlinear solution status: time= 0.18 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360028e+04 2.888873e-05 0.000000e+00 energy 3.926094e+01 4.386435e-06 3.926094e-01 displacement 7.317778e-02 1.365276e-06 4.250234e-07 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 3.360028e+04 8.913917e-10 0.000000e+00 energy 3.926094e+01 3.708579e-11 3.926094e-01 displacement 7.317778e-02 2.112186e-11 4.250268e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.256682e-01 2.000000e-01 gap function : 8.767878e-02 *** convergence summary number of iterations : 6 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 3.360031e+04 1.490102e-01 0.000000e+00 energy 3.887475e+01 7.496617e-02 3.887475e-01 displacement 7.195756e-02 7.195756e-02 7.195756e-08 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 3.360031e+04 6.814526e-07 0.000000e+00 energy 3.887475e+01 3.104293e-07 3.887475e-01 displacement 7.195756e-02 2.287835e-07 7.172202e-08 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 3.360031e+04 1.843612e-13 0.000000e+00 energy 3.887475e+01 1.352612e-14 3.887475e-01 displacement 7.195756e-02 9.896777e-13 7.172254e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.836904e-01 2.000000e-01 gap function : 1.398249e-01 *** convergence summary number of iterations : 3 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 3.360031e+04 2.302853e+01 0.000000e+00 energy 3.872533e+01 4.342013e-01 3.872533e-01 displacement 7.148768e-02 7.148768e-02 7.148768e-08 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 3.360031e+04 2.895472e+00 0.000000e+00 energy 3.872533e+01 3.933752e-02 3.872533e-01 displacement 7.148768e-02 8.437705e-04 7.905536e-08 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 3.360031e+04 2.110777e-05 0.000000e+00 energy 3.872533e+01 2.614356e-06 3.872533e-01 displacement 7.148768e-02 5.152834e-05 7.673289e-08 4 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.360031e+04 2.480137e-09 0.000000e+00 energy 3.872533e+01 1.995090e-10 3.872533e-01 displacement 7.148768e-02 4.028008e-11 7.672991e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.354572e-01 2.000000e-01 gap function : 1.864108e-01 *** 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 3.360031e+04 3.245536e+00 0.000000e+00 energy 3.872533e+01 7.432122e-01 3.872533e-01 displacement 7.148768e-02 2.207704e-01 5.517296e-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 3.360031e+04 8.132851e-03 0.000000e+00 energy 3.872533e+01 1.223495e-04 3.872533e-01 displacement 7.148768e-02 1.856588e-05 5.571007e-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 3.360031e+04 1.654057e-04 0.000000e+00 energy 3.872533e+01 2.901585e-06 3.872533e-01 displacement 7.148768e-02 2.327689e-07 5.573293e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.199879e-01 2.000000e-01 gap function : 1.073072e-01 *** 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 3.389035e+04 4.066673e+01 0.000000e+00 energy 3.906663e+01 6.276629e-01 3.906663e-01 displacement 7.362320e-02 7.362320e-02 7.362320e-08 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 3.389035e+04 4.728769e+00 0.000000e+00 energy 3.906663e+01 6.130723e-02 3.906663e-01 displacement 7.362320e-02 1.395374e-03 8.409651e-08 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 3.389035e+04 3.028533e-03 0.000000e+00 energy 3.906663e+01 6.597515e-05 3.906663e-01 displacement 7.362320e-02 7.740048e-05 8.116605e-08 4 Nonlinear solution status: time= 0.24 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.389035e+04 7.393541e-05 0.000000e+00 energy 3.906663e+01 1.994847e-06 3.906663e-01 displacement 7.362320e-02 8.024926e-08 8.112612e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.681825e-01 2.000000e-01 gap function : 1.550396e-01 *** convergence summary number of iterations : 4 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 3.490886e+04 1.688825e-01 0.000000e+00 energy 4.145586e+01 8.166248e-02 4.145586e-01 displacement 8.289872e-02 8.289872e-02 8.289872e-08 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 3.490886e+04 8.505014e-07 0.000000e+00 energy 4.145586e+01 3.666923e-07 4.145586e-01 displacement 8.289872e-02 2.605552e-07 8.265572e-08 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 3.490886e+04 3.245582e-13 0.000000e+00 energy 4.145586e+01 1.353598e-13 4.145586e-01 displacement 8.289872e-02 1.278762e-12 8.265634e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.119799e-01 2.000000e-01 gap function : 2.074379e-01 *** 4 Nonlinear solution status: time= 0.26 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490886e+04 4.177307e+00 0.000000e+00 energy 4.145586e+01 7.920039e-01 4.145586e-01 displacement 8.289872e-02 2.864398e-01 6.695317e-07 5 Nonlinear solution status: time= 0.26 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490886e+04 1.370667e-04 0.000000e+00 energy 4.145586e+01 1.864423e-05 4.145586e-01 displacement 8.289872e-02 4.586112e-06 6.664489e-07 6 Nonlinear solution status: time= 0.26 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490886e+04 2.270083e-09 0.000000e+00 energy 4.145586e+01 9.997058e-11 4.145586e-01 displacement 8.289872e-02 1.168315e-10 6.664642e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.083986e-01 2.000000e-01 gap function : 1.175602e-01 *** convergence summary number of iterations : 6 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 3.490831e+04 1.772766e-01 0.000000e+00 energy 4.094524e+01 8.256873e-02 4.094524e-01 displacement 8.137394e-02 8.137394e-02 8.137394e-08 2 Nonlinear solution status: time= 0.28 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 9.408041e-07 0.000000e+00 energy 4.094524e+01 3.888309e-07 4.094524e-01 displacement 8.137394e-02 2.662839e-07 8.113159e-08 3 Nonlinear solution status: time= 0.28 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.843614e-13 0.000000e+00 energy 4.094524e+01 1.488663e-13 4.094524e-01 displacement 8.137394e-02 1.368405e-12 8.113223e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.495447e-01 2.000000e-01 gap function : 1.682106e-01 *** convergence summary number of iterations : 3 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 3.490831e+04 1.799480e-01 0.000000e+00 energy 4.078074e+01 8.284307e-02 4.078074e-01 displacement 8.089077e-02 8.089077e-02 8.089077e-08 2 Nonlinear solution status: time= 0.3 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 9.702513e-07 0.000000e+00 energy 4.078074e+01 3.959871e-07 4.078074e-01 displacement 8.089077e-02 2.681587e-07 8.064872e-08 3 Nonlinear solution status: time= 0.3 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 4.079057e-13 0.000000e+00 energy 4.078074e+01 1.552649e-13 4.078074e-01 displacement 8.089077e-02 1.399880e-12 8.064937e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.874602e-01 2.000000e-01 gap function : 2.217622e-01 *** convergence summary number of iterations : 3 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 1.826368e-01 0.000000e+00 energy 4.061571e+01 8.311053e-02 4.061571e-01 displacement 8.040825e-02 8.040825e-02 8.040825e-08 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 1.000379e-06 0.000000e+00 energy 4.061571e+01 4.031896e-07 4.061571e-01 displacement 8.040825e-02 2.700052e-07 8.016654e-08 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 4.328467e-13 0.000000e+00 energy 4.061571e+01 1.619595e-13 4.061571e-01 displacement 8.040825e-02 1.431764e-12 8.016719e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.224748e-01 2.000000e-01 gap function : 2.758082e-01 *** 4 Nonlinear solution status: time= 0.32 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 1.320282e+01 0.000000e+00 energy 4.061571e+01 1.879517e+00 4.061571e-01 displacement 8.040825e-02 5.194458e-01 1.003023e-06 5 Nonlinear solution status: time= 0.32 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 7.224365e-04 0.000000e+00 energy 4.061571e+01 7.899224e-05 4.061571e-01 displacement 8.040825e-02 1.530911e-05 9.962772e-07 6 Nonlinear solution status: time= 0.32 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.175194e-08 0.000000e+00 energy 4.061571e+01 8.991467e-11 4.061571e-01 displacement 8.040825e-02 7.408729e-10 9.963275e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.133923e-01 2.000000e-01 gap function : 1.545429e-01 *** convergence summary number of iterations : 6 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 1.932516e-01 0.000000e+00 energy 3.998112e+01 8.407685e-02 3.998112e-01 displacement 7.856390e-02 7.856390e-02 7.856390e-08 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 1.125236e-06 0.000000e+00 energy 3.998112e+01 4.312561e-07 3.998112e-01 displacement 7.856390e-02 2.764967e-07 7.832366e-08 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 5.330894e-13 0.000000e+00 energy 3.998112e+01 1.837904e-13 3.998112e-01 displacement 7.856390e-02 1.549791e-12 7.832432e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.468278e-01 2.000000e-01 gap function : 2.089182e-01 *** convergence summary number of iterations : 3 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 3.490831e+04 1.960167e-01 0.000000e+00 energy 3.981366e+01 8.430974e-02 3.981366e-01 displacement 7.808502e-02 7.808502e-02 7.808502e-08 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 3.490831e+04 1.158767e-06 0.000000e+00 energy 3.981366e+01 4.386428e-07 3.981366e-01 displacement 7.808502e-02 2.781920e-07 7.784527e-08 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 3.490831e+04 5.651301e-13 0.000000e+00 energy 3.981366e+01 1.918064e-13 3.981366e-01 displacement 7.808502e-02 1.583312e-12 7.784594e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.780571e-01 2.000000e-01 gap function : 2.638334e-01 *** 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 1.987952e-01 0.000000e+00 energy 3.964576e+01 8.453513e-02 3.964576e-01 displacement 7.760721e-02 7.760721e-02 7.760721e-08 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 1.192997e-06 0.000000e+00 energy 3.964576e+01 4.460573e-07 3.964576e-01 displacement 7.760721e-02 2.798541e-07 7.736797e-08 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 5.989968e-13 0.000000e+00 energy 3.964576e+01 2.002024e-13 3.964576e-01 displacement 7.760721e-02 1.617206e-12 7.736864e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.072785e-01 2.000000e-01 gap function : 3.191066e-01 *** 4 Nonlinear solution status: time= 0.38 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 2.550042e+01 0.000000e+00 energy 3.964576e+01 2.961413e+00 3.964576e-01 displacement 7.760721e-02 6.793716e-01 1.211144e-06 5 Nonlinear solution status: time= 0.38 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 1.977120e-03 0.000000e+00 energy 3.964576e+01 1.792536e-04 3.964576e-01 displacement 7.760721e-02 2.870033e-05 1.201113e-06 6 Nonlinear solution status: time= 0.38 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.558371e-08 0.000000e+00 energy 3.964576e+01 1.528390e-10 3.964576e-01 displacement 7.760721e-02 2.011054e-09 1.201205e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.073634e-01 2.000000e-01 gap function : 1.818416e-01 *** convergence summary number of iterations : 6 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 2.109911e-01 0.000000e+00 energy 3.892595e+01 8.541940e-02 3.892595e-01 displacement 7.557464e-02 7.557464e-02 7.557464e-08 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 1.351004e-06 0.000000e+00 energy 3.892595e+01 4.781056e-07 3.892595e-01 displacement 7.557464e-02 2.862356e-07 7.533786e-08 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 7.523807e-13 0.000000e+00 energy 3.892595e+01 2.315590e-13 3.892595e-01 displacement 7.557464e-02 1.756289e-12 7.533855e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.354030e-01 2.000000e-01 gap function : 2.375642e-01 *** 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 2.138291e-01 0.000000e+00 energy 3.875586e+01 8.560382e-02 3.875586e-01 displacement 7.510274e-02 7.510274e-02 7.510274e-08 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 1.388986e-06 0.000000e+00 energy 3.875586e+01 4.856115e-07 3.875586e-01 displacement 7.510274e-02 2.877071e-07 7.486664e-08 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 7.963467e-13 0.000000e+00 energy 3.875586e+01 2.418560e-13 3.875586e-01 displacement 7.510274e-02 1.791706e-12 7.486734e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.618822e-01 2.000000e-01 gap function : 2.937299e-01 *** convergence summary number of iterations : 3 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 3.490831e+04 2.166755e-01 0.000000e+00 energy 3.858544e+01 8.578019e-02 3.858544e-01 displacement 7.463237e-02 7.463237e-02 7.463237e-08 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 3.490831e+04 1.427662e-06 0.000000e+00 energy 3.858544e+01 4.931219e-07 3.858544e-01 displacement 7.463237e-02 2.891410e-07 7.439698e-08 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 3.490831e+04 8.426896e-13 0.000000e+00 energy 3.858544e+01 2.526613e-13 3.858544e-01 displacement 7.463237e-02 1.827455e-12 7.439768e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.869220e-01 2.000000e-01 gap function : 3.502168e-01 *** 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 2.195294e-01 0.000000e+00 energy 3.841467e+01 8.594838e-02 3.841467e-01 displacement 7.416344e-02 7.416344e-02 7.416344e-08 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 1.467026e-06 0.000000e+00 energy 3.841467e+01 5.006326e-07 3.841467e-01 displacement 7.416344e-02 2.905362e-07 7.392880e-08 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 8.914890e-13 0.000000e+00 energy 3.841467e+01 2.639929e-13 3.841467e-01 displacement 7.416344e-02 1.863526e-12 7.392951e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.106317e-01 2.000000e-01 gap function : 4.069701e-01 *** 4 Nonlinear solution status: time= 0.46 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 7.870606e+01 0.000000e+00 energy 3.841467e+01 6.223497e+00 3.841467e-01 displacement 7.416344e-02 1.067490e+00 1.699341e-06 5 Nonlinear solution status: time= 0.46 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 7.201427e-03 0.000000e+00 energy 3.841467e+01 2.782549e-04 3.841467e-01 displacement 7.416344e-02 1.905877e-04 1.681445e-06 6 Nonlinear solution status: time= 0.46 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 5.291511e-07 0.000000e+00 energy 3.841467e+01 1.436207e-08 3.841467e-01 displacement 7.416344e-02 3.302814e-08 1.681646e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.107127e-01 2.000000e-01 gap function : 2.372586e-01 *** convergence summary number of iterations : 6 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 3.490800e+04 2.345966e-01 0.000000e+00 energy 3.753016e+01 8.668801e-02 3.753016e-01 displacement 7.176926e-02 7.176926e-02 7.176926e-08 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 3.490800e+04 1.686816e-06 0.000000e+00 energy 3.753016e+01 5.394763e-07 3.753016e-01 displacement 7.176926e-02 2.967197e-07 7.153887e-08 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 3.490800e+04 1.163862e-12 0.000000e+00 energy 3.753016e+01 3.171616e-13 3.753016e-01 displacement 7.176926e-02 2.040317e-12 7.153960e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.336715e-01 2.000000e-01 gap function : 2.946678e-01 *** 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 1.523258e+01 0.000000e+00 energy 3.735763e+01 4.057387e-02 3.735763e-01 displacement 7.131026e-02 7.131026e-02 7.131026e-08 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 6.990656e-02 0.000000e+00 energy 3.735763e+01 8.454939e-05 3.735763e-01 displacement 7.131026e-02 3.568170e-04 7.287640e-08 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 1.707642e-06 0.000000e+00 energy 3.735763e+01 3.280245e-07 3.735763e-01 displacement 7.131026e-02 1.423775e-07 7.267647e-08 4 Nonlinear solution status: time= 0.5 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 7.449938e-13 0.000000e+00 energy 3.735763e+01 2.659758e-13 3.735763e-01 displacement 7.131026e-02 2.170873e-12 7.267708e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.555626e-01 2.000000e-01 gap function : 3.523882e-01 *** convergence summary number of iterations : 4 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 2.403109e-01 0.000000e+00 energy 3.718681e+01 8.688850e-02 3.718681e-01 displacement 7.088690e-02 7.088690e-02 7.088690e-08 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 1.774698e-06 0.000000e+00 energy 3.718681e+01 5.541573e-07 3.718681e-01 displacement 7.088690e-02 2.989725e-07 7.065861e-08 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 1.297858e-12 0.000000e+00 energy 3.718681e+01 3.473250e-13 3.718681e-01 displacement 7.088690e-02 2.114481e-12 7.065934e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.764777e-01 2.000000e-01 gap function : 4.104408e-01 *** 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 2.431912e-01 0.000000e+00 energy 3.701391e+01 8.698750e-02 3.701391e-01 displacement 7.043232e-02 7.043232e-02 7.043232e-08 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 1.819535e-06 0.000000e+00 energy 3.701391e+01 5.615124e-07 3.701391e-01 displacement 7.043232e-02 3.000320e-07 7.020502e-08 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 1.369503e-12 0.000000e+00 energy 3.701391e+01 3.634162e-13 3.701391e-01 displacement 7.043232e-02 2.152503e-12 7.020576e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.964688e-01 2.000000e-01 gap function : 4.687467e-01 *** 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 2.460703e-01 0.000000e+00 energy 3.684082e+01 8.707778e-02 3.684082e-01 displacement 6.997974e-02 6.997974e-02 6.997974e-08 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 1.864990e-06 0.000000e+00 energy 3.684082e+01 5.688275e-07 3.684082e-01 displacement 6.997974e-02 3.010487e-07 6.975346e-08 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 1.444661e-12 0.000000e+00 energy 3.684082e+01 3.803308e-13 3.684082e-01 displacement 6.997974e-02 2.190816e-12 6.975420e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.155939e-01 2.000000e-01 gap function : 5.272856e-01 *** 4 Nonlinear solution status: time= 0.56 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.379837e+02 0.000000e+00 energy 3.684082e+01 1.391209e+01 3.684082e-01 displacement 6.997974e-02 1.689225e+00 2.441122e-06 5 Nonlinear solution status: time= 0.56 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 6.100892e-02 0.000000e+00 energy 3.684082e+01 2.855226e-03 3.684082e-01 displacement 6.997974e-02 2.331993e-04 2.401558e-06 6 Nonlinear solution status: time= 0.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.912599e-06 0.000000e+00 energy 3.684082e+01 2.815563e-08 3.684082e-01 displacement 6.997974e-02 5.302853e-08 2.402233e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.157650e-01 2.000000e-01 gap function : 3.170556e-01 *** convergence summary number of iterations : 6 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 3.490726e+04 2.647337e-01 0.000000e+00 energy 3.573262e+01 8.746148e-02 3.573262e-01 displacement 6.712636e-02 6.712636e-02 6.712636e-08 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 3.490726e+04 2.178110e-06 0.000000e+00 energy 3.573262e+01 6.147642e-07 3.573262e-01 displacement 6.712636e-02 3.060260e-07 6.690708e-08 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 3.490726e+04 1.968616e-12 0.000000e+00 energy 3.573262e+01 4.819287e-13 3.573262e-01 displacement 6.712636e-02 2.418426e-12 6.690784e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.344153e-01 2.000000e-01 gap function : 3.765073e-01 *** 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 3.490731e+04 2.647978e+01 0.000000e+00 energy 3.555847e+01 3.952502e-02 3.555847e-01 displacement 6.668884e-02 6.668884e-02 6.668884e-08 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 3.490731e+04 2.313752e-01 0.000000e+00 energy 3.555847e+01 4.866666e-05 3.555847e-01 displacement 6.668884e-02 6.238491e-04 6.893900e-08 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 3.490731e+04 3.937614e-06 0.000000e+00 energy 3.555847e+01 8.262633e-07 3.555847e-01 displacement 6.668884e-02 4.403672e-07 6.859693e-08 4 Nonlinear solution status: time= 0.6 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 3.304249e-12 0.000000e+00 energy 3.555847e+01 1.104818e-12 3.555847e-01 displacement 6.668884e-02 4.928952e-12 6.859759e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.523462e-01 2.000000e-01 gap function : 4.361931e-01 *** convergence summary number of iterations : 4 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 3.490655e+04 2.703397e-01 0.000000e+00 energy 3.538670e+01 8.747968e-02 3.538670e-01 displacement 6.628906e-02 6.628906e-02 6.628906e-08 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 3.490655e+04 2.278015e-06 0.000000e+00 energy 3.538670e+01 6.282811e-07 3.538670e-01 displacement 6.628906e-02 3.073584e-07 6.607242e-08 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 3.490655e+04 2.183536e-12 0.000000e+00 energy 3.538670e+01 5.302906e-13 3.538670e-01 displacement 6.628906e-02 2.496961e-12 6.607319e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.696332e-01 2.000000e-01 gap function : 4.962262e-01 *** 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 3.490655e+04 9.677461e+00 0.000000e+00 energy 3.521271e+01 6.992409e-02 3.521271e-01 displacement 6.585795e-02 6.585795e-02 6.585795e-08 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 3.490655e+04 3.370828e-02 0.000000e+00 energy 3.521271e+01 1.433969e-04 3.521271e-01 displacement 6.585795e-02 2.470325e-04 6.659699e-08 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 3.490655e+04 1.457351e-06 0.000000e+00 energy 3.521271e+01 2.027920e-07 3.521271e-01 displacement 6.585795e-02 6.572575e-08 6.647032e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.862865e-01 2.000000e-01 gap function : 5.564752e-01 *** 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 3.490674e+04 2.759476e-01 0.000000e+00 energy 3.503994e+01 8.747821e-02 3.503994e-01 displacement 6.544294e-02 6.544294e-02 6.544294e-08 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 3.490674e+04 2.379868e-06 0.000000e+00 energy 3.503994e+01 6.415769e-07 3.503994e-01 displacement 6.544294e-02 3.085404e-07 6.522894e-08 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 3.490674e+04 2.415679e-12 0.000000e+00 energy 3.503994e+01 5.837637e-13 3.503994e-01 displacement 6.544294e-02 2.577850e-12 6.522971e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.023507e-01 2.000000e-01 gap function : 6.169831e-01 *** 4 Nonlinear solution status: time= 0.66 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 5.138265e+02 0.000000e+00 energy 3.503994e+01 2.261372e+01 3.503994e-01 displacement 6.544294e-02 2.120803e+00 2.924351e-06 5 Nonlinear solution status: time= 0.66 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 2.064924e-01 0.000000e+00 energy 3.503994e+01 7.230856e-03 3.503994e-01 displacement 6.544294e-02 4.440925e-04 2.865472e-06 6 Nonlinear solution status: time= 0.66 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490674e+04 9.288543e-06 0.000000e+00 energy 3.503994e+01 9.852508e-08 3.503994e-01 displacement 6.544294e-02 1.534788e-07 2.866719e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.125611e-01 2.000000e-01 gap function : 3.843659e-01 *** convergence summary number of iterations : 6 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 3.490617e+04 2.964595e-01 0.000000e+00 energy 3.376976e+01 8.721429e-02 3.376976e-01 displacement 6.237373e-02 6.237373e-02 6.237373e-08 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 3.490617e+04 2.778072e-06 0.000000e+00 energy 3.376976e+01 6.876200e-07 3.376976e-01 displacement 6.237373e-02 3.106636e-07 6.216970e-08 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 3.490617e+04 3.345332e-12 0.000000e+00 energy 3.376976e+01 7.716421e-13 3.376976e-01 displacement 6.237373e-02 2.843878e-12 6.217049e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.282119e-01 2.000000e-01 gap function : 4.459374e-01 *** 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 2.991295e-01 0.000000e+00 energy 3.359599e+01 8.713890e-02 3.359599e-01 displacement 6.196565e-02 6.196565e-02 6.196565e-08 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 2.832164e-06 0.000000e+00 energy 3.359599e+01 6.933475e-07 3.359599e-01 displacement 6.196565e-02 3.108518e-07 6.176310e-08 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 3.508619e-12 0.000000e+00 energy 3.359599e+01 8.102438e-13 3.359599e-01 displacement 6.196565e-02 2.886560e-12 6.176390e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.433736e-01 2.000000e-01 gap function : 5.078200e-01 *** 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 3.017752e-01 0.000000e+00 energy 3.342277e+01 8.705526e-02 3.342277e-01 displacement 6.156285e-02 6.156285e-02 6.156285e-08 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 2.886434e-06 0.000000e+00 energy 3.342277e+01 6.989455e-07 3.342277e-01 displacement 6.156285e-02 3.110100e-07 6.136181e-08 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 3.679385e-12 0.000000e+00 energy 3.342277e+01 8.512770e-13 3.342277e-01 displacement 6.156285e-02 2.930050e-12 6.136261e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.580681e-01 2.000000e-01 gap function : 5.699748e-01 *** convergence summary number of iterations : 3 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 3.490629e+04 3.043987e-01 0.000000e+00 energy 3.324972e+01 8.696293e-02 3.324972e-01 displacement 6.116308e-02 6.116308e-02 6.116308e-08 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 3.490629e+04 2.940903e-06 0.000000e+00 energy 3.324972e+01 7.044079e-07 3.324972e-01 displacement 6.116308e-02 3.111277e-07 6.096357e-08 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 3.490629e+04 3.858012e-12 0.000000e+00 energy 3.324972e+01 8.945691e-13 3.324972e-01 displacement 6.116308e-02 2.974187e-12 6.096436e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.723161e-01 2.000000e-01 gap function : 6.323778e-01 *** 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 3.069991e-01 0.000000e+00 energy 3.307686e+01 8.686195e-02 3.307686e-01 displacement 6.076637e-02 6.076637e-02 6.076637e-08 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 2.995544e-06 0.000000e+00 energy 3.307686e+01 7.097304e-07 3.307686e-01 displacement 6.076637e-02 3.112053e-07 6.056841e-08 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 4.044895e-12 0.000000e+00 energy 3.307686e+01 9.402471e-13 3.307686e-01 displacement 6.076637e-02 3.019028e-12 6.056921e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.861371e-01 2.000000e-01 gap function : 6.950136e-01 *** 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 3.095756e-01 0.000000e+00 energy 3.290422e+01 8.675237e-02 3.290422e-01 displacement 6.037277e-02 6.037277e-02 6.037277e-08 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 3.050332e-06 0.000000e+00 energy 3.290422e+01 7.149086e-07 3.290422e-01 displacement 6.037277e-02 3.112436e-07 6.017637e-08 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 4.240584e-12 0.000000e+00 energy 3.290422e+01 9.884523e-13 3.290422e-01 displacement 6.037277e-02 3.064638e-12 6.017717e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.995495e-01 2.000000e-01 gap function : 7.578717e-01 *** 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 3.121273e-01 0.000000e+00 energy 3.273180e+01 8.663424e-02 3.273180e-01 displacement 5.998232e-02 5.998232e-02 5.998232e-08 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 3.105238e-06 0.000000e+00 energy 3.273180e+01 7.199384e-07 3.273180e-01 displacement 5.998232e-02 3.112431e-07 5.978750e-08 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 4.445620e-12 0.000000e+00 energy 3.273180e+01 1.039324e-12 3.273180e-01 displacement 5.998232e-02 3.111083e-12 5.978831e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.125706e-01 2.000000e-01 gap function : 8.209445e-01 *** 4 Nonlinear solution status: time= 0.8 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 1.871883e+03 0.000000e+00 energy 3.273180e+01 5.339695e+01 3.273180e-01 displacement 5.998232e-02 3.390238e+00 4.343499e-06 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 5 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871883e+03 9.193909e-04 0.000000e+00 energy 5.339695e+01 8.506336e-04 5.339695e-01 displacement 5.998232e-02 1.329960e-03 4.224467e-06 6 Nonlinear solution status: time= 0.8 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.871883e+03 5.513203e-10 0.000000e+00 energy 5.339695e+01 3.856246e-10 5.339695e-01 displacement 5.998232e-02 7.369467e-10 4.224359e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.219796e-01 2.000000e-01 gap function : 5.342709e-01 *** convergence summary number of iterations : 6 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 3.490628e+04 3.352851e-01 0.000000e+00 energy 3.112529e+01 8.515238e-02 3.112529e-01 displacement 5.643740e-02 5.643740e-02 5.643740e-08 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 3.490628e+04 3.640840e-06 0.000000e+00 energy 3.112529e+01 7.607352e-07 3.112529e-01 displacement 5.643740e-02 3.084713e-07 5.625794e-08 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 3.490628e+04 6.557780e-12 0.000000e+00 energy 3.112529e+01 1.514716e-12 3.112529e-01 displacement 5.643740e-02 3.494291e-12 5.625877e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.346969e-01 2.000000e-01 gap function : 5.987721e-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 3.375215e-01 0.000000e+00 energy 3.095613e+01 8.495007e-02 3.095613e-01 displacement 5.608092e-02 5.608092e-02 5.608092e-08 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 3.695260e-06 0.000000e+00 energy 3.095613e+01 7.640425e-07 3.095613e-01 displacement 5.608092e-02 3.081028e-07 5.590321e-08 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 6.875999e-12 0.000000e+00 energy 3.095613e+01 1.595112e-12 3.095613e-01 displacement 5.608092e-02 3.549666e-12 5.590404e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.470898e-01 2.000000e-01 gap function : 6.635522e-01 *** convergence summary number of iterations : 3 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 3.490629e+04 3.397240e-01 0.000000e+00 energy 3.078738e+01 8.473998e-02 3.078738e-01 displacement 5.572795e-02 5.572795e-02 5.572795e-08 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 3.490629e+04 3.749470e-06 0.000000e+00 energy 3.078738e+01 7.671599e-07 3.078738e-01 displacement 5.572795e-02 3.077055e-07 5.555201e-08 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 3.490629e+04 7.213073e-12 0.000000e+00 energy 3.078738e+01 1.679989e-12 3.078738e-01 displacement 5.572795e-02 3.606870e-12 5.555284e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.591702e-01 2.000000e-01 gap function : 7.285865e-01 *** 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 3.418921e-01 0.000000e+00 energy 3.061906e+01 8.452220e-02 3.061906e-01 displacement 5.537852e-02 5.537852e-02 5.537852e-08 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 3.803447e-06 0.000000e+00 energy 3.061906e+01 7.700842e-07 3.061906e-01 displacement 5.537852e-02 3.072807e-07 5.520436e-08 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 7.570748e-12 0.000000e+00 energy 3.061906e+01 1.769612e-12 3.061906e-01 displacement 5.537852e-02 3.666066e-12 5.520519e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.709494e-01 2.000000e-01 gap function : 7.938580e-01 *** 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 3.440251e-01 0.000000e+00 energy 3.045117e+01 8.429681e-02 3.045117e-01 displacement 5.503267e-02 5.503267e-02 5.503267e-08 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 3.857170e-06 0.000000e+00 energy 3.045117e+01 7.728123e-07 3.045117e-01 displacement 5.503267e-02 3.068295e-07 5.486030e-08 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 7.951161e-12 0.000000e+00 energy 3.045117e+01 1.864234e-12 3.045117e-01 displacement 5.503267e-02 3.727426e-12 5.486113e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.824382e-01 2.000000e-01 gap function : 8.593547e-01 *** 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 3.461227e-01 0.000000e+00 energy 3.028374e+01 8.406391e-02 3.028374e-01 displacement 5.469041e-02 5.469041e-02 5.469041e-08 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 3.910616e-06 0.000000e+00 energy 3.028374e+01 7.753407e-07 3.028374e-01 displacement 5.469041e-02 3.063534e-07 5.451985e-08 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 8.356649e-12 0.000000e+00 energy 3.028374e+01 1.964136e-12 3.028374e-01 displacement 5.469041e-02 3.791136e-12 5.452069e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.936468e-01 2.000000e-01 gap function : 9.250676e-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 3.481844e-01 0.000000e+00 energy 3.011679e+01 8.382355e-02 3.011679e-01 displacement 5.435178e-02 5.435178e-02 5.435178e-08 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 3.963764e-06 0.000000e+00 energy 3.011679e+01 7.776661e-07 3.011679e-01 displacement 5.435178e-02 3.058536e-07 5.418304e-08 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 8.789826e-12 0.000000e+00 energy 3.011679e+01 2.069622e-12 3.011679e-01 displacement 5.435178e-02 3.857397e-12 5.418389e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.045851e-01 2.000000e-01 gap function : 9.909902e-01 *** 4 Nonlinear solution status: time= 0.94 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 4.613077e+03 0.000000e+00 energy 3.011679e+01 9.215888e+01 3.011679e-01 displacement 5.435178e-02 4.302738e+00 5.313013e-06 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 5 Nonlinear solution status: time= 0.94 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.613077e+03 6.215139e-03 0.000000e+00 energy 9.215888e+01 3.099809e-03 9.215888e-01 displacement 5.435178e-02 2.658674e-03 5.135673e-06 6 Nonlinear solution status: time= 0.94 stiffness updates = 1 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.613077e+03 1.019982e-08 0.000000e+00 energy 9.215888e+01 3.831181e-09 9.215888e-01 displacement 5.435178e-02 4.146567e-09 5.135393e-06 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.227460e-01 2.000000e-01 gap function : 6.763850e-01 *** convergence summary number of iterations : 6 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 3.490626e+04 3.690680e-01 0.000000e+00 energy 2.828947e+01 8.074013e-02 2.828947e-01 displacement 5.076318e-02 5.076318e-02 5.076318e-08 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 3.490626e+04 4.549162e-06 0.000000e+00 energy 2.828947e+01 7.926216e-07 2.828947e-01 displacement 5.076318e-02 2.972969e-07 5.061474e-08 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 3.490626e+04 1.440562e-11 0.000000e+00 energy 2.828947e+01 3.247819e-12 2.828947e-01 displacement 5.076318e-02 4.529778e-12 5.061561e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.333773e-01 2.000000e-01 gap function : 7.439373e-01 *** convergence summary number of iterations : 3 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 3.490629e+04 3.706422e-01 0.000000e+00 energy 2.812922e+01 8.041931e-02 2.812922e-01 displacement 5.046890e-02 5.046890e-02 5.046890e-08 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 3.490629e+04 4.596529e-06 0.000000e+00 energy 2.812922e+01 7.924005e-07 2.812922e-01 displacement 5.046890e-02 2.965861e-07 5.032240e-08 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 3.490629e+04 1.531143e-11 0.000000e+00 energy 2.812922e+01 3.424843e-12 2.812922e-01 displacement 5.046890e-02 4.631518e-12 5.032328e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.437827e-01 2.000000e-01 gap function : 8.117575e-01 *** convergence summary number of iterations : 3 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 3.490629e+04 3.721760e-01 0.000000e+00 energy 2.796959e+01 8.009218e-02 2.796959e-01 displacement 5.017852e-02 5.017852e-02 5.017852e-08 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 3.490629e+04 4.643406e-06 0.000000e+00 energy 2.796959e+01 7.919402e-07 2.796959e-01 displacement 5.017852e-02 2.958717e-07 5.003398e-08 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 3.490629e+04 1.630402e-11 0.000000e+00 energy 2.796959e+01 3.611695e-12 2.796959e-01 displacement 5.017852e-02 4.739124e-12 5.003486e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** convergence summary number of iterations : 3 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 1.630402e-11 1.606406e-22 0.000000e+00 energy 2.142659e-14 2.579775e-21 2.142659e-16 displacement 8.749709e-17 8.749709e-17 8.749709e-23 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.661222e-22 1.930895e-22 0.000000e+00 energy 1.005194e-25 5.932021e-26 1.005194e-27 displacement 1.355485e-28 1.355485e-28 1.355485e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.003327e-22 2.155057e-22 0.000000e+00 energy 1.208120e-25 6.489610e-26 1.208120e-27 displacement 1.657950e-28 1.657950e-28 1.657950e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.196475e-22 1.531634e-22 0.000000e+00 energy 1.051823e-25 5.807575e-26 1.051823e-27 displacement 1.108637e-28 1.108637e-28 1.108637e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.541683e-22 2.121442e-22 0.000000e+00 energy 8.364932e-26 4.032457e-26 8.364932e-28 displacement 1.058522e-28 1.058522e-28 1.058522e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.130294e-22 2.648088e-22 0.000000e+00 energy 1.111977e-25 7.435055e-26 1.111977e-27 displacement 1.160380e-28 1.160380e-28 1.160380e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.645257e-22 1.548408e-22 0.000000e+00 energy 1.368365e-25 6.657660e-26 1.368365e-27 displacement 1.563640e-28 1.563640e-28 1.563640e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.538165e-22 1.596154e-22 0.000000e+00 energy 9.964112e-26 4.520779e-26 9.964112e-28 displacement 1.683751e-28 1.683751e-28 1.683751e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.581474e-22 2.320686e-22 0.000000e+00 energy 8.971929e-26 6.406887e-26 8.971929e-28 displacement 1.103617e-28 1.103617e-28 1.103617e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.309088e-22 2.183835e-22 0.000000e+00 energy 1.195282e-25 8.185138e-26 1.195282e-27 displacement 1.480976e-28 1.480976e-28 1.480976e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.200172e-22 2.010968e-22 0.000000e+00 energy 1.301764e-25 6.955846e-26 1.301764e-27 displacement 1.821807e-28 1.821807e-28 1.821807e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.998131e-22 2.230202e-22 0.000000e+00 energy 1.041481e-25 5.484236e-26 1.041481e-27 displacement 1.393680e-28 1.393680e-28 1.393680e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.149890e-22 2.686307e-22 0.000000e+00 energy 1.106097e-25 7.461825e-26 1.106097e-27 displacement 1.346674e-28 1.346674e-28 1.346674e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.677157e-22 2.275442e-22 0.000000e+00 energy 1.401940e-25 8.346006e-26 1.401940e-27 displacement 1.550335e-28 1.550335e-28 1.550335e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.386460e-22 1.816979e-22 0.000000e+00 energy 1.261940e-25 5.384434e-26 1.261940e-27 displacement 1.272436e-28 1.272436e-28 1.272436e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.880086e-22 1.782447e-22 0.000000e+00 energy 1.049768e-25 6.388988e-26 1.049768e-27 displacement 1.306900e-28 1.306900e-28 1.306900e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.796726e-22 1.687534e-22 0.000000e+00 energy 1.012381e-25 5.130338e-26 1.012381e-27 displacement 1.384615e-28 1.384615e-28 1.384615e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.800430e-22 2.324375e-22 0.000000e+00 energy 9.027312e-26 6.382335e-26 9.027312e-28 displacement 1.074704e-28 1.074704e-28 1.074704e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.353474e-22 1.688070e-22 0.000000e+00 energy 1.140473e-25 5.796219e-26 1.140473e-27 displacement 1.263610e-28 1.263610e-28 1.263610e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.579478e-22 1.806266e-22 0.000000e+00 energy 9.187612e-26 4.722543e-26 9.187612e-28 displacement 1.494352e-28 1.494352e-28 1.494352e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.830498e-22 2.021062e-22 0.000000e+00 energy 9.917596e-26 5.376223e-26 9.917596e-28 displacement 1.132046e-28 1.132046e-28 1.132046e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.014905e-22 2.088665e-22 0.000000e+00 energy 1.103472e-25 6.297478e-26 1.103472e-27 displacement 1.207441e-28 1.207441e-28 1.207441e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.090138e-22 1.876546e-22 0.000000e+00 energy 1.177118e-25 7.468568e-26 1.177118e-27 displacement 1.277734e-28 1.277734e-28 1.277734e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.753364e-22 2.289907e-22 0.000000e+00 energy 1.023393e-25 6.016062e-26 1.023393e-27 displacement 1.301986e-28 1.301986e-28 1.301986e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.290542e-22 2.358381e-22 0.000000e+00 energy 1.142019e-25 7.197372e-26 1.142019e-27 displacement 1.269389e-28 1.269389e-28 1.269389e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.339335e-22 1.770089e-22 0.000000e+00 energy 1.174202e-25 5.765963e-26 1.174202e-27 displacement 1.473226e-28 1.473226e-28 1.473226e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.781553e-22 1.695878e-22 0.000000e+00 energy 9.838459e-26 3.634391e-26 9.838459e-28 displacement 1.338528e-28 1.338528e-28 1.338528e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.771350e-22 1.537700e-22 0.000000e+00 energy 9.016528e-26 5.006763e-26 9.016528e-28 displacement 1.190741e-28 1.190741e-28 1.190741e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.478885e-22 1.680636e-22 0.000000e+00 energy 8.978380e-26 4.452155e-26 8.978380e-28 displacement 1.240291e-28 1.240291e-28 1.240291e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.627160e-22 2.004720e-22 0.000000e+00 energy 9.005368e-26 4.976225e-26 9.005368e-28 displacement 1.260767e-28 1.260767e-28 1.260767e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.998036e-22 2.045216e-22 0.000000e+00 energy 9.753217e-26 6.249822e-26 9.753217e-28 displacement 9.592991e-29 9.592991e-29 9.592991e-35 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.081355e-22 1.853263e-22 0.000000e+00 energy 1.204085e-25 7.348729e-26 1.204085e-27 displacement 1.466427e-28 1.466427e-28 1.466427e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.818236e-22 2.244126e-22 0.000000e+00 energy 1.093966e-25 6.426111e-26 1.093966e-27 displacement 1.419087e-28 1.419087e-28 1.419087e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.287076e-22 2.223659e-22 0.000000e+00 energy 1.189793e-25 7.884302e-26 1.189793e-27 displacement 1.437889e-28 1.437889e-28 1.437889e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.248473e-22 1.998357e-22 0.000000e+00 energy 1.148000e-25 6.807674e-26 1.148000e-27 displacement 1.450058e-28 1.450058e-28 1.450058e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.990295e-22 2.591166e-22 0.000000e+00 energy 1.157915e-25 6.945138e-26 1.157915e-27 displacement 1.490086e-28 1.490086e-28 1.490086e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.566416e-22 2.711937e-22 0.000000e+00 energy 1.323168e-25 8.321039e-26 1.323168e-27 displacement 1.602390e-28 1.602390e-28 1.602390e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.714991e-22 2.244937e-22 0.000000e+00 energy 1.389564e-25 8.695823e-26 1.389564e-27 displacement 2.063906e-28 2.063906e-28 2.063906e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.254212e-22 1.893312e-22 0.000000e+00 energy 1.330040e-25 8.328712e-26 1.330040e-27 displacement 2.001423e-28 2.001423e-28 2.001423e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.912896e-22 1.771057e-22 0.000000e+00 energy 1.146808e-25 5.136689e-26 1.146808e-27 displacement 1.733748e-28 1.733748e-28 1.733748e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.867458e-22 2.146501e-22 0.000000e+00 energy 1.006108e-25 4.478964e-26 1.006108e-27 displacement 1.363565e-28 1.363565e-28 1.363565e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.195278e-22 2.213220e-22 0.000000e+00 energy 1.154026e-25 6.645934e-26 1.154026e-27 displacement 1.386159e-28 1.386159e-28 1.386159e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.234541e-22 1.610786e-22 0.000000e+00 energy 1.149829e-25 5.576581e-26 1.149829e-27 displacement 1.338432e-28 1.338432e-28 1.338432e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.607730e-22 1.754943e-22 0.000000e+00 energy 9.445342e-26 4.909539e-26 9.445342e-28 displacement 1.479251e-28 1.479251e-28 1.479251e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.737367e-22 1.826996e-22 0.000000e+00 energy 1.002951e-25 6.290861e-26 1.002951e-27 displacement 1.309882e-28 1.309882e-28 1.309882e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.827339e-22 2.064083e-22 0.000000e+00 energy 1.058481e-25 5.640517e-26 1.058481e-27 displacement 1.395767e-28 1.395767e-28 1.395767e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 2.007459e-22 1.874524e-22 0.000000e+00 energy 1.043464e-25 6.241521e-26 1.043464e-27 displacement 1.392415e-28 1.392415e-28 1.392415e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.895971e-22 1.984547e-22 0.000000e+00 energy 1.105576e-25 7.060909e-26 1.105576e-27 displacement 1.388730e-28 1.388730e-28 1.388730e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.961501e-22 1.458336e-22 0.000000e+00 energy 1.069857e-25 4.399377e-26 1.069857e-27 displacement 1.273184e-28 1.273184e-28 1.273184e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 1.507554e-22 1.826103e-22 0.000000e+00 energy 8.533622e-26 5.191964e-26 8.533622e-28 displacement 1.134088e-28 1.134088e-28 1.134088e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.539692e-01 2.000000e-01 gap function : 8.798242e-01 *** 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 ............ : 277 Average number of equilibrium iterations .......... : 2.77 Total number of right hand evaluations ............ : 401 Total number of stiffness reformations ............ : 105 Time in linear solver: 0:00:00 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 ......... : 0:00:01 (1 sec) evaluating residual .......... : 0:00:01 (1 sec) model update ................. : 0:00:00 (0 sec) time in linear solver ........ : 0:00:00 (0 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