=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 - 1 . 5 . 2 . 4093 --- Musculoskeletal Research Laboratory University of Utah http://mrl.sci.utah.edu copyright (c) 2006-2012 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : axi_ksi1000.feb Plot file : axi_ksi1000.xplt Log file : axi_ksi1000.log CONTROL DATA =========================================================================== Module type ...................................... : 1 eq. 0: solid mechanics eq. 1: solid-fluid mixture eq. 2: heat transfer eq. 3: solid-fluid-solute(s) mixture Analysis type .................................. : 0 eq. 0: quasi-static eq. 1: dynamic eq. 2: steady-state Plane strain mode .............................. : no Number of materials ............................ : 6 Number of nodes ................................ : 1671 Number of solid elements ....................... : 775 Number of shell elements ....................... : 1 Number of truss elements ....................... : 0 Number of timesteps ............................ : 2743 Time step size ................................. : 1 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 0.01 Maximum allowable step size .................. : 0 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 .............. : 0 between stiffness matrix reformations Displacement convergence tolerance ............. : 0.01 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Minimal residual value ......................... : 1e-20 Fluid pressure convergence tolerance ........... : 0.01 Linesearch convergence tolerance ............... : 0.9 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 100000 OUTPUT DATA =========================================================================== plot level ................................ : must points only plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) Domain Variables: stress (type = mat3f, format = ITEM) effective fluid pressure (type = float, format = NODE) fluid flux (type = vec3f, format = ITEM) MATERIAL DATA =========================================================================== 1 - biphasic (ecs) phi0 .............................................. : 0.2 fluid_density ..................................... : 0 --------------------------------------------------------------------------- 2 - biphasic (ecm) phi0 .............................................. : 0.2 fluid_density ..................................... : 0 --------------------------------------------------------------------------- 3 - biphasic (ecd) phi0 .............................................. : 0.2 fluid_density ..................................... : 0 --------------------------------------------------------------------------- 4 - biphasic (bone) phi0 .............................................. : 0 fluid_density ..................................... : 0 --------------------------------------------------------------------------- 5 - rigid body (plane) density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 --------------------------------------------------------------------------- 6 - rigid body (indenter) density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-tension-compression laugon ............................................ : 0 tolerance ......................................... : 0.2 gaptol ............................................ : 0 penalty ........................................... : 10000 auto_penalty ...................................... : 1 two_pass .......................................... : 0 knmult ............................................ : 1 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : 1 search_radius ..................................... : 0.1 seg_up ............................................ : 0 tension ........................................... : 1 minaug ............................................ : 0 maxaug ............................................ : 10 --------------------------------------------------------------------------- contact interface 2 - Type: sliding2 laugon ............................................ : 0 tolerance ......................................... : 0.1 gaptol ............................................ : 0 ptol .............................................. : 0 penalty ........................................... : 10 auto_penalty ...................................... : 1 two_pass .......................................... : 0 knmult ............................................ : 1 search_tol ........................................ : 0.01 pressure_penalty .................................. : 1 symmetric_stiffness ............................... : 1 search_radius ..................................... : 1 seg_up ............................................ : 0 minaug ............................................ : 0 maxaug ............................................ : 10 LOADCURVE DATA =========================================================================== 1 0 0 14.3 14.3 15.3 1 16.3 1 17.3 1 18.3 1 19.3 1 20.3 1 25 4.7 30 5 35 5 40 5 45 5 50 5 75 25 100 25 125 25 150 25 175 25 200 25 225 25 250 25 350 100 450 100 550 100 650 100 750 100 850 100 914.3 64.3 928.6 14.3 929.6 1 930.6 1 931.6 1 932.6 1 933.6 1 934.6 1 939.3 4.7 944.3 5 949.3 5 954.3 5 959.3 5 964.3 5 989.3 25 1014.3 25 1039.3 25 1064.3 25 1089.3 25 1114.3 25 1139.3 25 1164.3 25 1264.3 100 1364.3 100 1464.3 100 1564.3 100 1664.3 100 1764.3 100 1828.6 64.3 1842.9 14.3 1843.9 1 1844.9 1 1845.9 1 1846.9 1 1847.9 1 1848.9 1 1853.6 4.7 1858.6 5 1863.6 5 1868.6 5 1873.6 5 1878.6 5 1903.6 25 1928.6 25 1953.6 25 1978.6 25 2003.6 25 2028.6 25 2053.6 25 2078.6 25 2178.6 100 2278.6 100 2378.6 100 2478.6 100 2578.6 100 2678.6 100 2742.9 64.3 --------------------------------------------------------------------------- 2 0 0 14.3 0.1 914.3 0.1 928.6 0.2 1828.6 0.2 1842.9 0.3 2742.9 0.3 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14736 ===== beginning time step 1 : 1 ===== 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 5.138218e+01 0.000000e+00 energy 4.912189e-04 6.072778e-06 4.912189e-06 displacement 4.427303e-10 4.427303e-10 4.427303e-14 fluid pressure 1.372863e-04 1.372863e-04 1.372863e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 2.405720e-01 0.000000e+00 energy 4.912189e-04 1.928329e-04 4.912189e-06 displacement 4.427303e-10 3.516235e-04 3.515275e-08 fluid pressure 1.372863e-04 9.718524e+01 9.714595e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 2.002930e-03 0.000000e+00 energy 4.912189e-04 1.038593e-05 4.912189e-06 displacement 4.427303e-10 8.093817e-05 1.673839e-08 fluid pressure 1.372863e-04 1.023817e+02 3.958636e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 5.036736e-05 0.000000e+00 energy 4.912189e-04 6.244214e-07 4.912189e-06 displacement 4.427303e-10 1.255189e-06 1.715978e-08 fluid pressure 1.372863e-04 2.884429e-01 4.169321e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 5 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 0.349605 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 2.295477e-05 0.000000e+00 energy 4.912189e-04 1.938234e-07 4.912189e-06 displacement 4.427303e-10 7.721628e-08 1.700994e-08 fluid pressure 1.372863e-04 1.517913e-03 4.180396e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 6 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 1.902960e-06 0.000000e+00 energy 4.912189e-04 1.552942e-08 4.912189e-06 displacement 4.427303e-10 2.616262e-07 1.674733e-08 fluid pressure 1.372863e-04 9.535989e-03 4.212876e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 7 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.808338e+03 8.620397e-08 0.000000e+00 energy 4.912189e-04 8.010182e-09 4.912189e-06 displacement 4.427303e-10 5.168666e-09 1.674608e-08 fluid pressure 1.372863e-04 6.099706e-04 4.222672e-02 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 2 : 2 ===== 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 1.083677e+02 2.454875e-05 0.000000e+00 energy 1.183528e-01 1.372179e-06 1.183528e-03 displacement 3.132263e-04 3.132263e-04 3.132263e-08 fluid pressure 1.942965e+02 1.942965e+02 1.942965e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.083677e+02 4.055918e-08 0.000000e+00 energy 1.183528e-01 2.392430e-09 1.183528e-03 displacement 3.132263e-04 1.305617e-07 3.200728e-08 fluid pressure 1.942965e+02 3.328902e-01 2.106160e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.083677e+02 4.508326e-11 0.000000e+00 energy 1.183528e-01 5.521057e-12 1.183528e-03 displacement 3.132263e-04 1.086141e-10 3.200385e-08 fluid pressure 1.942965e+02 5.419095e-06 2.106108e-02 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2 AUTO STEPPER: increasing time step, dt = 1.2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 3 : 3.2 ===== 1 Nonlinear solution status: time= 3.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563733e+02 4.051795e-05 0.000000e+00 energy 1.706655e-01 1.693077e-07 1.706655e-03 displacement 4.265816e-04 4.265816e-04 4.265816e-08 fluid pressure 1.317222e+01 1.317222e+01 1.317222e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 3.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563733e+02 1.414030e-07 0.000000e+00 energy 1.706655e-01 1.059175e-08 1.706655e-03 displacement 4.265816e-04 2.501106e-07 4.351298e-08 fluid pressure 1.317222e+01 7.345993e-01 2.003746e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 3.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.563733e+02 7.760340e-09 0.000000e+00 energy 1.706655e-01 1.735962e-10 1.706655e-03 displacement 4.265816e-04 1.044609e-09 4.353065e-08 fluid pressure 1.317222e+01 1.210545e-04 2.010462e-03 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 3.2 AUTO STEPPER: increasing time step, dt = 1.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 4 : 4.8 ===== 1 Nonlinear solution status: time= 4.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.784759e+02 5.716574e-05 0.000000e+00 energy 3.036832e-01 2.710659e-08 3.036832e-03 displacement 7.419707e-04 7.419707e-04 7.419707e-08 fluid pressure 1.327440e+00 1.327440e+00 1.327440e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 4.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.784759e+02 8.943852e-07 0.000000e+00 energy 3.036832e-01 1.028609e-08 3.036832e-03 displacement 7.419707e-04 6.550624e-07 7.605757e-08 fluid pressure 1.327440e+00 1.583917e+00 5.748990e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 4.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.784759e+02 4.233122e-08 0.000000e+00 energy 3.036832e-01 1.988914e-09 3.036832e-03 displacement 7.419707e-04 2.170154e-09 7.601490e-08 fluid pressure 1.327440e+00 2.177379e-04 5.688012e-04 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 4.8 AUTO STEPPER: increasing time step, dt = 2.24 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 5 : 7.04 ===== 1 Nonlinear solution status: time= 7.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.467682e+02 8.811824e-05 0.000000e+00 energy 5.957685e-01 9.958049e-08 5.957685e-03 displacement 1.436350e-03 1.436350e-03 1.436350e-07 fluid pressure 3.631688e-01 3.631688e-01 3.631688e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 7.04 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.467682e+02 2.237920e-07 0.000000e+00 energy 5.957685e-01 5.945762e-08 5.957685e-03 displacement 1.436350e-03 3.236224e-06 1.505114e-07 fluid pressure 3.631688e-01 4.086706e+00 6.787003e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 7.04 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.467682e+02 1.231861e-09 0.000000e+00 energy 5.957685e-01 3.635216e-11 5.957685e-03 displacement 1.436350e-03 1.241207e-08 1.502551e-07 fluid pressure 3.631688e-01 1.482357e-03 6.612269e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 7.04 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.467682e+02 1.255375e-11 0.000000e+00 energy 5.957685e-01 1.139207e-12 5.957685e-03 displacement 1.436350e-03 2.683244e-11 1.502658e-07 fluid pressure 3.631688e-01 6.981959e-05 6.654094e-04 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 7.04 AUTO STEPPER: increasing time step, dt = 3.2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 6 : 10.24 ===== 1 Nonlinear solution status: time= 10.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117845e+03 1.009627e-04 0.000000e+00 energy 1.217006e+00 2.388907e-06 1.217006e-02 displacement 2.975710e-03 2.975710e-03 2.975710e-07 fluid pressure 3.538065e-01 3.538065e-01 3.538065e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 10.24 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117845e+03 3.591844e-07 0.000000e+00 energy 1.217006e+00 2.291943e-07 1.217006e-02 displacement 2.975710e-03 1.383184e-05 3.166072e-07 fluid pressure 3.538065e-01 1.107907e+01 1.523073e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 10.24 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117845e+03 1.244852e-09 0.000000e+00 energy 1.217006e+00 2.710064e-09 1.217006e-02 displacement 2.975710e-03 1.253761e-07 3.145898e-07 fluid pressure 3.538065e-01 1.475053e-02 1.438025e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 10.24 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117845e+03 1.309503e-12 0.000000e+00 energy 1.217006e+00 4.452537e-12 1.217006e-02 displacement 2.975710e-03 4.607873e-10 3.145978e-07 fluid pressure 3.538065e-01 2.429402e-05 1.439063e-03 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 10.24 AUTO STEPPER: increasing time step, dt = 4.608 MUST POINT CONTROLLER: adjusting time step. dt = 4.06 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 7 : 14.3 ===== 1 Nonlinear solution status: time= 14.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.803405e+03 1.586641e-04 0.000000e+00 energy 1.961337e+00 4.950718e-06 1.961337e-02 displacement 4.906810e-03 4.906810e-03 4.906810e-07 fluid pressure 4.310702e-01 4.310702e-01 4.310702e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 14.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.803405e+03 9.911629e-07 0.000000e+00 energy 1.961337e+00 1.980699e-06 1.961337e-02 displacement 4.906810e-03 5.551794e-05 5.401094e-07 fluid pressure 4.310702e-01 2.528104e+01 3.214064e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 14.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.803405e+03 1.534131e-08 0.000000e+00 energy 1.961337e+00 7.759048e-08 1.961337e-02 displacement 4.906810e-03 1.219741e-06 5.332063e-07 fluid pressure 4.310702e-01 1.672110e-01 2.787887e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 14.3 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.803405e+03 9.449886e-11 0.000000e+00 energy 1.961337e+00 7.614394e-10 1.961337e-02 displacement 4.906810e-03 1.845618e-08 5.328986e-07 fluid pressure 4.310702e-01 7.715796e-04 2.794475e-03 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 14.3 AUTO STEPPER: increasing time step, dt = 6.108 MUST POINT CONTROLLER: adjusting time step. dt = 1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 8 : 15.3 ===== 1 Nonlinear solution status: time= 15.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.357033e-10 9.707682e-04 0.000000e+00 energy 2.459396e-04 1.532130e-06 2.459396e-06 displacement 7.640826e-05 7.640826e-05 7.640826e-09 fluid pressure 1.193960e+03 1.193960e+03 1.193960e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 15.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.357033e-10 4.495049e-05 0.000000e+00 energy 2.459396e-04 2.751375e-07 2.459396e-06 displacement 7.640826e-05 1.216141e-06 8.652553e-09 fluid pressure 1.193960e+03 1.177158e+00 1.122168e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 15.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.357033e-10 4.317083e-06 0.000000e+00 energy 2.459396e-04 1.096616e-07 2.459396e-06 displacement 7.640826e-05 1.521847e-07 8.751731e-09 fluid pressure 1.193960e+03 1.521843e-02 1.115014e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 15.3 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.357033e-10 2.283715e-07 0.000000e+00 energy 2.459396e-04 1.053930e-08 2.459396e-06 displacement 7.640826e-05 1.453237e-08 8.790735e-09 fluid pressure 1.193960e+03 2.105291e-03 1.112344e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 5 Nonlinear solution status: time= 15.3 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.357033e-10 4.039092e-09 0.000000e+00 energy 2.459396e-04 6.194033e-11 2.459396e-06 displacement 7.640826e-05 1.561710e-09 8.799195e-09 fluid pressure 1.193960e+03 1.143519e-04 1.111722e-01 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 15.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 9 : 16.3 ===== 1 Nonlinear solution status: time= 16.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.122268e-09 4.242402e-05 0.000000e+00 energy 2.920973e-05 6.534425e-07 2.920973e-07 displacement 3.160685e-05 3.160685e-05 3.160685e-09 fluid pressure 1.327942e+02 1.327942e+02 1.327942e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 16.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.122268e-09 5.129669e-07 0.000000e+00 energy 2.920973e-05 2.010528e-08 2.920973e-07 displacement 3.160685e-05 2.937016e-07 3.417869e-09 fluid pressure 1.327942e+02 8.328528e-02 1.268239e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 16.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.122268e-09 1.607473e-08 0.000000e+00 energy 2.920973e-05 7.943408e-10 2.920973e-07 displacement 3.160685e-05 2.599428e-09 3.425940e-09 fluid pressure 1.327942e+02 8.382456e-05 1.267257e-02 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 16.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 10 : 17.3 ===== 1 Nonlinear solution status: time= 17.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.612562e-08 3.160184e-06 0.000000e+00 energy 5.676394e-06 2.814088e-07 5.676394e-08 displacement 1.664149e-05 1.664149e-05 1.664149e-09 fluid pressure 1.866412e+01 1.866412e+01 1.866412e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 17.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.612562e-08 1.934109e-08 0.000000e+00 energy 5.676394e-06 2.087176e-09 5.676394e-08 displacement 1.664149e-05 2.534522e-07 1.838210e-09 fluid pressure 1.866412e+01 2.249942e-02 1.758296e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 17.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.612562e-08 2.521997e-11 0.000000e+00 energy 5.676394e-06 1.238020e-11 5.676394e-08 displacement 1.664149e-05 3.474928e-10 1.832886e-09 fluid pressure 1.866412e+01 1.618575e-05 1.755826e-03 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 17.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 11 : 18.3 ===== 1 Nonlinear solution status: time= 18.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.841130e-11 6.242940e-07 0.000000e+00 energy 1.707560e-06 1.038390e-07 1.707560e-08 displacement 1.094383e-05 1.094383e-05 1.094383e-09 fluid pressure 3.284389e+00 3.284389e+00 3.284389e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 18.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.841130e-11 4.696242e-09 0.000000e+00 energy 1.707560e-06 2.219956e-10 1.707560e-08 displacement 1.094383e-05 1.885838e-08 1.123316e-09 fluid pressure 3.284389e+00 2.547763e-03 3.132907e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 18.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.841130e-11 3.815610e-11 0.000000e+00 energy 1.707560e-06 2.380390e-14 1.707560e-08 displacement 1.094383e-05 1.854429e-11 1.124704e-09 fluid pressure 3.284389e+00 1.076744e-07 3.132392e-04 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 18.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 12 : 19.3 ===== 1 Nonlinear solution status: time= 19.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.053153e-11 2.457208e-07 0.000000e+00 energy 7.098560e-07 4.248028e-08 7.098560e-09 displacement 7.531436e-06 7.531436e-06 7.531436e-10 fluid pressure 7.631287e-01 7.631287e-01 7.631287e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 19.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.053153e-11 2.160522e-09 0.000000e+00 energy 7.098560e-07 6.217667e-11 7.098560e-09 displacement 7.531436e-06 4.637778e-09 7.726567e-10 fluid pressure 7.631287e-01 3.797596e-04 7.381772e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 19.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.053153e-11 6.759232e-12 0.000000e+00 energy 7.098560e-07 1.089133e-13 7.098560e-09 displacement 7.531436e-06 6.993676e-12 7.725484e-10 fluid pressure 7.631287e-01 5.660938e-08 7.381142e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 19.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 13 : 20.3 ===== 1 Nonlinear solution status: time= 20.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.265023e-11 1.402756e-07 0.000000e+00 energy 3.712035e-07 1.923584e-08 3.712035e-09 displacement 5.571922e-06 5.571922e-06 5.571922e-10 fluid pressure 2.395186e-01 2.395186e-01 2.395186e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 20.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.265023e-11 3.698723e-10 0.000000e+00 energy 3.712035e-07 1.432636e-11 3.712035e-09 displacement 5.571922e-06 7.455534e-09 5.609628e-10 fluid pressure 2.395186e-01 1.329413e-04 2.331053e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 20.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.265023e-11 9.701572e-14 0.000000e+00 energy 3.712035e-07 2.730998e-15 3.712035e-09 displacement 5.571922e-06 4.371846e-12 5.615402e-10 fluid pressure 2.395186e-01 1.470457e-08 2.331755e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 20.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 14 : 21.3 ===== 1 Nonlinear solution status: time= 21.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.208573e-11 2.409583e-07 0.000000e+00 energy 2.251803e-07 2.049371e-08 2.251803e-09 displacement 4.193103e-06 4.193103e-06 4.193103e-10 fluid pressure 9.503385e-02 9.503385e-02 9.503385e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 21.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.208573e-11 8.834296e-09 0.000000e+00 energy 2.251803e-07 1.059007e-09 2.251803e-09 displacement 4.193103e-06 5.606219e-07 5.618968e-10 fluid pressure 9.503385e-02 1.073312e-01 3.845979e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 21.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.208573e-11 1.314097e-11 0.000000e+00 energy 2.251803e-07 1.098298e-14 2.251803e-09 displacement 4.193103e-06 9.010815e-11 5.609407e-10 fluid pressure 9.503385e-02 1.664744e-05 3.799611e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 21.3 AUTO STEPPER: increasing time step, dt = 1.15745 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 15 : 22.4574 ===== 1 Nonlinear solution status: time= 22.4574 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.844433e-11 1.842344e-07 0.000000e+00 energy 2.439104e-07 7.514542e-09 2.439104e-09 displacement 4.323151e-06 4.323151e-06 4.323151e-10 fluid pressure 4.559064e-02 4.559064e-02 4.559064e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 22.4574 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.844433e-11 3.369806e-10 0.000000e+00 energy 2.439104e-07 2.601987e-12 2.439104e-09 displacement 4.323151e-06 2.127241e-09 4.335853e-10 fluid pressure 4.559064e-02 5.505383e-05 4.344455e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 22.4574 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.844433e-11 1.137297e-14 0.000000e+00 energy 2.439104e-07 1.612525e-16 2.439104e-09 displacement 4.323151e-06 2.112652e-13 4.336582e-10 fluid pressure 4.559064e-02 1.371205e-09 4.345342e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 22.4574 AUTO STEPPER: increasing time step, dt = 1.46564 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 16 : 23.9231 ===== 1 Nonlinear solution status: time= 23.9231 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.725506e-11 2.397732e-07 0.000000e+00 energy 1.992296e-07 7.057689e-09 1.992296e-09 displacement 4.665579e-06 4.665579e-06 4.665579e-10 fluid pressure 1.790487e-02 1.790487e-02 1.790487e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 23.9231 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.725506e-11 5.353257e-10 0.000000e+00 energy 1.992296e-07 1.819664e-12 1.992296e-09 displacement 4.665579e-06 9.731709e-09 4.735944e-10 fluid pressure 1.790487e-02 8.803508e-05 1.588662e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 23.9231 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.725506e-11 1.168600e-13 0.000000e+00 energy 1.992296e-07 6.340886e-16 1.992296e-09 displacement 4.665579e-06 8.826595e-13 4.734759e-10 fluid pressure 1.790487e-02 2.693048e-08 1.585480e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 23.9231 AUTO STEPPER: increasing time step, dt = 1.94296 MUST POINT CONTROLLER: adjusting time step. dt = 1.07691 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 17 : 25 ===== 1 Nonlinear solution status: time= 25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.939794e-12 1.148531e-07 0.000000e+00 energy 6.999709e-08 1.922455e-09 6.999709e-10 displacement 1.982267e-06 1.982267e-06 1.982267e-10 fluid pressure 4.858401e-03 4.858401e-03 4.858401e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.939794e-12 1.588737e-10 0.000000e+00 energy 6.999709e-08 7.959789e-13 6.999709e-10 displacement 1.982267e-06 1.544843e-09 1.979681e-10 fluid pressure 4.858401e-03 1.217953e-05 4.812583e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 25 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.939794e-12 3.655980e-15 0.000000e+00 energy 6.999709e-08 4.633706e-19 6.999709e-10 displacement 1.982267e-06 9.865520e-14 1.979542e-10 fluid pressure 4.858401e-03 1.474001e-09 4.816075e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 25 AUTO STEPPER: increasing time step, dt = 1.80153 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 18 : 26.8015 ===== 1 Nonlinear solution status: time= 26.8015 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.579596e-11 4.061998e-07 0.000000e+00 energy 1.290676e-07 2.537532e-09 1.290676e-09 displacement 4.058405e-06 4.058405e-06 4.058405e-10 fluid pressure 8.198840e-03 8.198840e-03 8.198840e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 26.8015 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.579596e-11 2.913197e-09 0.000000e+00 energy 1.290676e-07 2.264544e-11 1.290676e-09 displacement 4.058405e-06 1.385499e-08 4.095602e-10 fluid pressure 8.198840e-03 4.146573e-05 7.771074e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 26.8015 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.579596e-11 7.988984e-13 0.000000e+00 energy 1.290676e-07 7.862663e-17 1.290676e-09 displacement 4.058405e-06 1.812990e-11 4.096062e-10 fluid pressure 8.198840e-03 5.535911e-08 7.777063e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 26.8015 AUTO STEPPER: increasing time step, dt = 2.40284 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 19 : 29.2044 ===== 1 Nonlinear solution status: time= 29.2044 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.298703e-11 1.753997e-07 0.000000e+00 energy 1.381220e-07 5.326699e-09 1.381220e-09 displacement 5.546481e-06 5.546481e-06 5.546481e-10 fluid pressure 7.029465e-03 7.029465e-03 7.029465e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 29.2044 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.298703e-11 1.449351e-09 0.000000e+00 energy 1.381220e-07 3.534665e-13 1.381220e-09 displacement 5.546481e-06 6.013630e-09 5.659070e-10 fluid pressure 7.029465e-03 1.624648e-05 6.583666e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 29.2044 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.298703e-11 2.091871e-14 0.000000e+00 energy 1.381220e-07 2.416035e-15 1.381220e-09 displacement 5.546481e-06 7.482839e-13 5.660075e-10 fluid pressure 7.029465e-03 4.599980e-09 6.581019e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 29.2044 AUTO STEPPER: increasing time step, dt = 2.91273 MUST POINT CONTROLLER: adjusting time step. dt = 0.795627 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 20 : 30 ===== 1 Nonlinear solution status: time= 30 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.933436e-12 2.055741e-08 0.000000e+00 energy 1.079012e-08 4.681706e-11 1.079012e-10 displacement 5.728601e-07 5.728601e-07 5.728601e-11 fluid pressure 5.660958e-04 5.660958e-04 5.660958e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 30 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.933436e-12 3.704052e-12 0.000000e+00 energy 1.079012e-08 2.411576e-14 1.079012e-10 displacement 5.728601e-07 1.663919e-11 5.745518e-11 fluid pressure 5.660958e-04 2.329894e-07 5.697535e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 30 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.933436e-12 5.562066e-16 0.000000e+00 energy 1.079012e-08 3.180168e-18 1.079012e-10 displacement 5.728601e-07 1.253229e-15 5.745640e-11 fluid pressure 5.660958e-04 2.514276e-11 5.698151e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 30 AUTO STEPPER: increasing time step, dt = 1.6365 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 21 : 31.6365 ===== 1 Nonlinear solution status: time= 31.6365 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511388e-12 7.808160e-08 0.000000e+00 energy 3.847165e-08 4.464323e-10 3.847165e-10 displacement 2.079637e-06 2.079637e-06 2.079637e-10 fluid pressure 1.802588e-03 1.802588e-03 1.802588e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 31.6365 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511388e-12 1.934506e-11 0.000000e+00 energy 3.847165e-08 3.011765e-13 3.847165e-10 displacement 2.079637e-06 2.240333e-10 2.093990e-10 fluid pressure 1.802588e-03 1.565369e-06 1.778983e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 31.6365 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.511388e-12 3.035474e-15 0.000000e+00 energy 3.847165e-08 7.347401e-17 3.847165e-10 displacement 2.079637e-06 3.164758e-14 2.094160e-10 fluid pressure 1.802588e-03 2.395218e-10 1.779591e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 31.6365 AUTO STEPPER: increasing time step, dt = 2.3092 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 22 : 33.9457 ===== 1 Nonlinear solution status: time= 33.9457 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.309547e-11 1.353107e-07 0.000000e+00 energy 5.926757e-08 2.469889e-09 5.926757e-10 displacement 3.431961e-06 3.431961e-06 3.431961e-10 fluid pressure 2.515640e-03 2.515640e-03 2.515640e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 33.9457 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.309547e-11 1.546069e-09 0.000000e+00 energy 5.926757e-08 1.139833e-12 5.926757e-10 displacement 3.431961e-06 3.506289e-09 3.476792e-10 fluid pressure 2.515640e-03 5.952230e-06 2.376331e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 33.9457 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.309547e-11 4.336861e-13 0.000000e+00 energy 5.926757e-08 1.093306e-15 5.926757e-10 displacement 3.431961e-06 4.398791e-13 3.477204e-10 fluid pressure 2.515640e-03 4.421536e-09 2.381018e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 33.9457 AUTO STEPPER: increasing time step, dt = 2.84736 MUST POINT CONTROLLER: adjusting time step. dt = 1.0543 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 23 : 35 ===== 1 Nonlinear solution status: time= 35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.789935e-12 3.110765e-08 0.000000e+00 energy 9.503012e-09 6.876484e-11 9.503012e-11 displacement 6.687450e-07 6.687450e-07 6.687450e-11 fluid pressure 4.216877e-04 4.216877e-04 4.216877e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.789935e-12 1.107466e-11 0.000000e+00 energy 9.503012e-09 1.147136e-14 9.503012e-11 displacement 6.687450e-07 2.801236e-11 6.708302e-11 fluid pressure 4.216877e-04 2.366678e-07 4.299975e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.789935e-12 1.494720e-15 0.000000e+00 energy 9.503012e-09 3.316719e-18 9.503012e-11 displacement 6.687450e-07 2.155550e-15 6.708352e-11 fluid pressure 4.216877e-04 3.323783e-11 4.301432e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 35 AUTO STEPPER: increasing time step, dt = 1.84344 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 24 : 36.8434 ===== 1 Nonlinear solution status: time= 36.8434 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.795657e-12 8.452102e-08 0.000000e+00 energy 2.454570e-08 2.488789e-10 2.454570e-10 displacement 1.801983e-06 1.801983e-06 1.801983e-10 fluid pressure 1.004897e-03 1.004897e-03 1.004897e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 36.8434 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.795657e-12 1.141819e-09 0.000000e+00 energy 2.454570e-08 1.277707e-13 2.454570e-10 displacement 1.801983e-06 1.845865e-10 1.811210e-10 fluid pressure 1.004897e-03 9.104321e-07 1.031186e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 36.8434 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.795657e-12 3.695106e-15 0.000000e+00 energy 2.454570e-08 3.636654e-17 2.454570e-10 displacement 1.801983e-06 1.510055e-14 1.811251e-10 fluid pressure 1.004897e-03 1.365555e-10 1.031561e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 36.8434 AUTO STEPPER: increasing time step, dt = 2.47475 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 25 : 39.3182 ===== 1 Nonlinear solution status: time= 39.3182 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117247e-11 1.734600e-07 0.000000e+00 energy 3.535741e-08 4.981762e-10 3.535741e-10 displacement 2.800544e-06 2.800544e-06 2.800544e-10 fluid pressure 1.359969e-03 1.359969e-03 1.359969e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 39.3182 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117247e-11 1.135574e-10 0.000000e+00 energy 3.535741e-08 6.636631e-13 3.535741e-10 displacement 2.800544e-06 4.763224e-10 2.821639e-10 fluid pressure 1.359969e-03 9.216736e-07 1.342235e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 39.3182 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117247e-11 6.469792e-13 0.000000e+00 energy 3.535741e-08 2.640589e-15 3.535741e-10 displacement 2.800544e-06 4.710085e-13 2.821829e-10 fluid pressure 1.359969e-03 5.478709e-10 1.342810e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 39.3182 AUTO STEPPER: increasing time step, dt = 2.9798 MUST POINT CONTROLLER: adjusting time step. dt = 0.681813 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 26 : 40 ===== 1 Nonlinear solution status: time= 40 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.403716e-12 1.363877e-08 0.000000e+00 energy 2.237756e-09 3.964727e-12 2.237756e-11 displacement 2.058907e-07 2.058907e-07 2.058907e-11 fluid pressure 8.881475e-05 8.881475e-05 8.881475e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 40 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.403716e-12 1.242923e-13 0.000000e+00 energy 2.237756e-09 1.546756e-15 2.237756e-11 displacement 2.058907e-07 2.389024e-12 2.061451e-11 fluid pressure 8.881475e-05 2.580129e-08 9.004935e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 40 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.403716e-12 3.841351e-16 0.000000e+00 energy 2.237756e-09 6.451001e-20 2.237756e-11 displacement 2.058907e-07 4.512365e-17 2.061456e-11 fluid pressure 8.881475e-05 1.045696e-12 9.005740e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 40 AUTO STEPPER: increasing time step, dt = 1.54545 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 27 : 41.5455 ===== 1 Nonlinear solution status: time= 41.5455 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.774827e-12 6.373598e-08 0.000000e+00 energy 1.045246e-08 6.263720e-11 1.045246e-10 displacement 9.750255e-07 9.750255e-07 9.750255e-11 fluid pressure 3.783600e-04 3.783600e-04 3.783600e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 41.5455 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.774827e-12 7.082066e-12 0.000000e+00 energy 1.045246e-08 2.347346e-14 1.045246e-10 displacement 9.750255e-07 2.813851e-11 9.777899e-11 fluid pressure 3.783600e-04 1.385122e-07 3.799207e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 41.5455 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.774827e-12 2.897553e-15 0.000000e+00 energy 1.045246e-08 3.652392e-18 1.045246e-10 displacement 9.750255e-07 1.896155e-15 9.778014e-11 fluid pressure 3.783600e-04 2.283027e-11 3.800313e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 41.5455 AUTO STEPPER: increasing time step, dt = 2.23636 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 28 : 43.7818 ===== 1 Nonlinear solution status: time= 43.7818 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.427009e-12 1.198190e-07 0.000000e+00 energy 1.864247e-08 3.315864e-10 1.864247e-10 displacement 1.837824e-06 1.837824e-06 1.837824e-10 fluid pressure 6.034438e-04 6.034438e-04 6.034438e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 43.7818 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.427009e-12 2.902322e-10 0.000000e+00 energy 1.864247e-08 1.183430e-13 1.864247e-10 displacement 1.837824e-06 1.907149e-10 1.845431e-10 fluid pressure 6.034438e-04 3.777223e-07 5.964171e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 43.7818 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.427009e-12 2.050188e-14 0.000000e+00 energy 1.864247e-08 1.150993e-17 1.864247e-10 displacement 1.837824e-06 1.277054e-14 1.845428e-10 fluid pressure 6.034438e-04 5.543058e-11 5.966253e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 43.7818 AUTO STEPPER: increasing time step, dt = 2.78909 MUST POINT CONTROLLER: adjusting time step. dt = 1.21819 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 29 : 45 ===== 1 Nonlinear solution status: time= 45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.051180e-12 2.939211e-08 0.000000e+00 energy 4.703983e-09 2.690874e-11 4.703983e-11 displacement 5.187517e-07 5.187517e-07 5.187517e-11 fluid pressure 1.496985e-04 1.496985e-04 1.496985e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.051180e-12 2.245176e-11 0.000000e+00 energy 4.703983e-09 1.358117e-13 4.703983e-11 displacement 5.187517e-07 1.031431e-11 5.195285e-11 fluid pressure 1.496985e-04 6.561336e-08 1.527901e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.051180e-12 1.107875e-12 0.000000e+00 energy 4.703983e-09 1.403849e-18 4.703983e-11 displacement 5.187517e-07 5.643544e-14 5.195307e-11 fluid pressure 1.496985e-04 2.329431e-11 1.528286e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 45 AUTO STEPPER: increasing time step, dt = 1.97455 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 30 : 46.9746 ===== 1 Nonlinear solution status: time= 46.9746 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.225741e-12 7.414609e-08 0.000000e+00 energy 1.095920e-08 7.383180e-11 1.095920e-10 displacement 1.261304e-06 1.261304e-06 1.261304e-10 fluid pressure 3.194683e-04 3.194683e-04 3.194683e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 46.9746 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.225741e-12 2.290853e-11 0.000000e+00 energy 1.095920e-08 3.344560e-14 1.095920e-10 displacement 1.261304e-06 7.439196e-11 1.265183e-10 fluid pressure 3.194683e-04 1.131496e-07 3.269037e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 46.9746 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.225741e-12 9.452494e-15 0.000000e+00 energy 1.095920e-08 4.181285e-18 1.095920e-10 displacement 1.261304e-06 4.243972e-15 1.265133e-10 fluid pressure 3.194683e-04 2.550246e-11 3.268843e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 46.9746 AUTO STEPPER: increasing time step, dt = 2.57964 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 31 : 49.5542 ===== 1 Nonlinear solution status: time= 49.5542 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.192536e-12 1.057039e-07 0.000000e+00 energy 1.602624e-08 7.686324e-11 1.602624e-10 displacement 1.967947e-06 1.967947e-06 1.967947e-10 fluid pressure 4.157835e-04 4.157835e-04 4.157835e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 49.5542 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.192536e-12 1.515623e-10 0.000000e+00 energy 1.602624e-08 5.927242e-14 1.602624e-10 displacement 1.967947e-06 7.848180e-11 1.974542e-10 fluid pressure 4.157835e-04 1.245805e-07 4.206711e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 49.5542 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.192536e-12 1.199746e-14 0.000000e+00 energy 1.602624e-08 7.866281e-18 1.602624e-10 displacement 1.967947e-06 4.941843e-15 1.974464e-10 fluid pressure 4.157835e-04 3.840980e-11 4.208407e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 49.5542 AUTO STEPPER: increasing time step, dt = 3.06371 MUST POINT CONTROLLER: adjusting time step. dt = 0.445808 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 32 : 50 ===== 1 Nonlinear solution status: time= 50 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.376394e-13 2.823422e-09 0.000000e+00 energy 4.314770e-10 1.300669e-12 4.314770e-12 displacement 5.807101e-08 5.807101e-08 5.807101e-12 fluid pressure 1.248501e-05 1.248501e-05 1.248501e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 50 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.376394e-13 1.121918e-14 0.000000e+00 energy 4.314770e-10 2.037721e-17 4.314770e-12 displacement 5.807101e-08 8.069022e-13 5.809074e-12 fluid pressure 1.248501e-05 2.274784e-08 1.333319e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 50 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.376394e-13 1.378205e-16 0.000000e+00 energy 4.314770e-10 1.349349e-21 4.314770e-12 displacement 5.807101e-08 4.843220e-18 5.809064e-12 fluid pressure 1.248501e-05 2.141195e-13 1.333136e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 50 AUTO STEPPER: increasing time step, dt = 1.35665 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 33 : 51.3566 ===== 1 Nonlinear solution status: time= 51.3566 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.062262e-12 2.409847e-08 0.000000e+00 energy 3.778399e-09 4.983539e-11 3.778399e-11 displacement 5.142534e-07 5.142534e-07 5.142534e-11 fluid pressure 9.975934e-05 9.975934e-05 9.975934e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 51.3566 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.062262e-12 1.283351e-12 0.000000e+00 energy 3.778399e-09 1.653062e-14 3.778399e-11 displacement 5.142534e-07 4.304792e-11 5.146666e-11 fluid pressure 9.975934e-05 8.676551e-08 1.012915e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 51.3566 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.062262e-12 1.605344e-15 0.000000e+00 energy 3.778399e-09 1.695675e-20 3.778399e-11 displacement 5.142534e-07 4.170375e-15 5.146622e-11 fluid pressure 9.975934e-05 4.364157e-12 1.013122e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 51.3566 AUTO STEPPER: increasing time step, dt = 2.30238 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 34 : 53.659 ===== 1 Nonlinear solution status: time= 53.659 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.722431e-12 6.270515e-08 0.000000e+00 energy 9.624507e-09 1.119469e-10 9.624507e-11 displacement 1.379834e-06 1.379834e-06 1.379834e-10 fluid pressure 2.211991e-04 2.211991e-04 2.211991e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 53.659 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.722431e-12 6.031794e-13 0.000000e+00 energy 9.624507e-09 1.466575e-14 9.624507e-11 displacement 1.379834e-06 9.337489e-11 1.382091e-10 fluid pressure 2.211991e-04 1.466499e-07 2.167291e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 53.659 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.722431e-12 3.712016e-15 0.000000e+00 energy 9.624507e-09 1.678205e-18 9.624507e-11 displacement 1.379834e-06 1.227755e-15 1.382085e-10 fluid pressure 2.211991e-04 7.306087e-12 2.167722e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 53.659 AUTO STEPPER: increasing time step, dt = 3.42735 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 35 : 57.0864 ===== 1 Nonlinear solution status: time= 57.0864 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193879e-11 1.232953e-07 0.000000e+00 energy 1.816716e-08 3.186826e-10 1.816716e-10 displacement 2.781553e-06 2.781553e-06 2.781553e-10 fluid pressure 3.464060e-04 3.464060e-04 3.464060e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 57.0864 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193879e-11 2.228934e-12 0.000000e+00 energy 1.816716e-08 2.978093e-14 1.816716e-10 displacement 2.781553e-06 9.781157e-10 2.785506e-10 fluid pressure 3.464060e-04 3.852879e-07 3.385051e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 57.0864 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193879e-11 1.252107e-14 0.000000e+00 energy 1.816716e-08 7.490933e-18 1.816716e-10 displacement 2.781553e-06 9.114823e-15 2.785489e-10 fluid pressure 3.464060e-04 2.443867e-11 3.386056e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 57.0864 AUTO STEPPER: increasing time step, dt = 4.8757 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 36 : 61.9621 ===== 1 Nonlinear solution status: time= 61.9621 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.225173e-11 2.115214e-07 0.000000e+00 energy 2.971212e-08 4.062070e-10 2.971212e-10 displacement 5.010387e-06 5.010387e-06 5.010387e-10 fluid pressure 4.571549e-04 4.571549e-04 4.571549e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 61.9621 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.225173e-11 7.244967e-12 0.000000e+00 energy 2.971212e-08 2.317185e-13 2.971212e-10 displacement 5.010387e-06 7.570896e-10 5.026248e-10 fluid pressure 4.571549e-04 3.382463e-07 4.534593e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 61.9621 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.225173e-11 1.184597e-14 0.000000e+00 energy 2.971212e-08 1.937329e-17 2.971212e-10 displacement 5.010387e-06 1.794866e-13 5.025940e-10 fluid pressure 4.571549e-04 9.671271e-11 4.536859e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 61.9621 AUTO STEPPER: increasing time step, dt = 6.81449 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 37 : 68.7766 ===== 1 Nonlinear solution status: time= 68.7766 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.888859e-11 3.411256e-07 0.000000e+00 energy 4.608212e-08 9.857285e-10 4.608212e-10 displacement 8.536627e-06 8.536627e-06 8.536627e-10 fluid pressure 5.644274e-04 5.644274e-04 5.644274e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 68.7766 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.888859e-11 1.380972e-10 0.000000e+00 energy 4.608212e-08 6.601614e-13 4.608212e-10 displacement 8.536627e-06 2.714241e-09 8.565220e-10 fluid pressure 5.644274e-04 6.180655e-07 5.656550e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 68.7766 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.888859e-11 3.482565e-14 0.000000e+00 energy 4.608212e-08 7.360780e-17 4.608212e-10 displacement 8.536627e-06 5.984639e-13 8.564342e-10 fluid pressure 5.644274e-04 1.850557e-10 5.659635e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 68.7766 AUTO STEPPER: increasing time step, dt = 9.45584 MUST POINT CONTROLLER: adjusting time step. dt = 6.22344 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 38 : 75 ===== 1 Nonlinear solution status: time= 75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.804488e-11 2.543728e-07 0.000000e+00 energy 3.005451e-08 6.996619e-10 3.005451e-10 displacement 6.379537e-06 6.379537e-06 6.379537e-10 fluid pressure 3.080280e-04 3.080280e-04 3.080280e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.804488e-11 2.045246e-11 0.000000e+00 energy 3.005451e-08 2.113131e-12 3.005451e-10 displacement 6.379537e-06 1.542921e-09 6.392333e-10 fluid pressure 3.080280e-04 4.224783e-07 3.064973e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.804488e-11 2.801299e-13 0.000000e+00 energy 3.005451e-08 9.684919e-15 3.005451e-10 displacement 6.379537e-06 2.086211e-12 6.391359e-10 fluid pressure 3.080280e-04 3.329507e-10 3.066831e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 75 AUTO STEPPER: increasing time step, dt = 9.97875 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 39 : 84.9787 ===== 1 Nonlinear solution status: time= 84.9787 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.366704e-11 5.214358e-07 0.000000e+00 energy 5.933555e-08 1.131610e-09 5.933555e-10 displacement 1.409516e-05 1.409516e-05 1.409516e-09 fluid pressure 4.610158e-04 4.610158e-04 4.610158e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 84.9787 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.366704e-11 1.130741e-10 0.000000e+00 energy 5.933555e-08 2.452884e-12 5.933555e-10 displacement 1.409516e-05 4.254845e-09 1.417773e-09 fluid pressure 4.610158e-04 7.400522e-07 4.515078e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 84.9787 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.366704e-11 1.667564e-13 0.000000e+00 energy 5.933555e-08 7.519164e-17 5.933555e-10 displacement 1.409516e-05 4.117126e-12 1.417568e-09 fluid pressure 4.610158e-04 4.491531e-10 4.515877e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 84.9787 AUTO STEPPER: increasing time step, dt = 12.983 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 40 : 97.9617 ===== 1 Nonlinear solution status: time= 97.9617 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.901253e-11 6.818204e-07 0.000000e+00 energy 7.441295e-08 2.435890e-09 7.441295e-10 displacement 2.034950e-05 2.034950e-05 2.034950e-09 fluid pressure 4.297913e-04 4.297913e-04 4.297913e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 97.9617 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.901253e-11 1.492623e-09 0.000000e+00 energy 7.441295e-08 1.990517e-11 7.441295e-10 displacement 2.034950e-05 8.707685e-09 2.047512e-09 fluid pressure 4.297913e-04 1.519909e-06 3.992314e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 97.9617 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.901253e-11 1.372645e-12 0.000000e+00 energy 7.441295e-08 4.587550e-15 7.441295e-10 displacement 2.034950e-05 2.416238e-11 2.047258e-09 fluid pressure 4.297913e-04 2.179892e-09 3.986162e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 97.9617 AUTO STEPPER: increasing time step, dt = 15.3864 MUST POINT CONTROLLER: adjusting time step. dt = 2.03825 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 41 : 100 ===== 1 Nonlinear solution status: time= 100 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.121483e-12 1.285663e-08 0.000000e+00 energy 1.447097e-09 3.462159e-12 1.447097e-11 displacement 4.923191e-07 4.923191e-07 4.923191e-11 fluid pressure 6.774980e-06 6.774980e-06 6.774980e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 100 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.121483e-12 9.726342e-13 0.000000e+00 energy 1.447097e-09 2.318266e-15 1.447097e-11 displacement 4.923191e-07 3.412822e-12 4.923082e-11 fluid pressure 6.774980e-06 3.403676e-09 6.656537e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 100 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.121483e-12 2.524789e-16 0.000000e+00 energy 1.447097e-09 7.823958e-22 1.447097e-11 displacement 4.923191e-07 2.888935e-15 4.922987e-11 fluid pressure 6.774980e-06 8.001004e-13 6.657340e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 100 AUTO STEPPER: increasing time step, dt = 6.6306 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 42 : 106.631 ===== 1 Nonlinear solution status: time= 106.631 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.776771e-11 1.194139e-07 0.000000e+00 energy 1.393676e-08 3.127440e-10 1.393676e-10 displacement 4.858911e-06 4.858911e-06 4.858911e-10 fluid pressure 7.133280e-05 7.133280e-05 7.133280e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 106.631 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.776771e-11 1.198354e-10 0.000000e+00 energy 1.393676e-08 2.379429e-13 1.393676e-10 displacement 4.858911e-06 4.095655e-10 4.855692e-10 fluid pressure 7.133280e-05 1.734146e-07 6.691852e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 106.631 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.776771e-11 5.273736e-15 0.000000e+00 energy 1.393676e-08 7.128261e-18 1.393676e-10 displacement 4.858911e-06 1.809445e-13 4.855492e-10 fluid pressure 7.133280e-05 3.030341e-11 6.690880e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 106.631 AUTO STEPPER: increasing time step, dt = 10.3045 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 43 : 116.935 ===== 1 Nonlinear solution status: time= 116.935 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.829093e-11 2.263131e-07 0.000000e+00 energy 2.726634e-08 6.420570e-10 2.726634e-10 displacement 1.069201e-05 1.069201e-05 1.069201e-09 fluid pressure 1.144565e-04 1.144565e-04 1.144565e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 116.935 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.829093e-11 1.257165e-09 0.000000e+00 energy 2.726634e-08 2.585785e-12 2.726634e-10 displacement 1.069201e-05 1.014966e-09 1.071017e-09 fluid pressure 1.144565e-04 3.375142e-07 1.061319e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 116.935 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.829093e-11 8.148769e-14 0.000000e+00 energy 2.726634e-08 8.385246e-18 2.726634e-10 displacement 1.069201e-05 8.531733e-13 1.070934e-09 fluid pressure 1.144565e-04 9.195907e-11 1.060763e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 116.935 AUTO STEPPER: increasing time step, dt = 13.2436 MUST POINT CONTROLLER: adjusting time step. dt = 8.06492 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 44 : 125 ===== 1 Nonlinear solution status: time= 125 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.016859e-11 9.481589e-08 0.000000e+00 energy 1.338489e-08 2.803290e-10 1.338489e-10 displacement 6.158952e-06 6.158952e-06 6.158952e-10 fluid pressure 4.875832e-05 4.875832e-05 4.875832e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 125 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.016859e-11 3.557273e-10 0.000000e+00 energy 1.338489e-08 3.889675e-15 1.338489e-10 displacement 6.158952e-06 3.408135e-10 6.157120e-10 fluid pressure 4.875832e-05 6.290479e-08 4.726465e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 125 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.016859e-11 2.430166e-14 0.000000e+00 energy 1.338489e-08 1.117583e-18 1.338489e-10 displacement 6.158952e-06 5.179957e-14 6.156636e-10 fluid pressure 4.875832e-05 1.429204e-11 4.729841e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 125 AUTO STEPPER: increasing time step, dt = 11.4519 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 45 : 136.452 ===== 1 Nonlinear solution status: time= 136.452 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.620121e-11 1.401357e-07 0.000000e+00 energy 2.210890e-08 4.405472e-10 2.210890e-10 displacement 1.148206e-05 1.148206e-05 1.148206e-09 fluid pressure 7.199114e-05 7.199114e-05 7.199114e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 136.452 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.620121e-11 1.222276e-10 0.000000e+00 energy 2.210890e-08 6.253366e-13 2.210890e-10 displacement 1.148206e-05 6.421820e-10 1.147090e-09 fluid pressure 7.199114e-05 9.614880e-08 6.971272e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 136.452 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.620121e-11 4.455091e-13 0.000000e+00 energy 2.210890e-08 2.501381e-16 2.210890e-10 displacement 1.148206e-05 1.171093e-12 1.147043e-09 fluid pressure 7.199114e-05 2.626656e-11 6.974958e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 136.452 AUTO STEPPER: increasing time step, dt = 14.1615 MUST POINT CONTROLLER: adjusting time step. dt = 13.5481 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 46 : 150 ===== 1 Nonlinear solution status: time= 150 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.460396e-11 1.464927e-07 0.000000e+00 energy 2.507671e-08 4.524124e-10 2.507671e-10 displacement 1.474570e-05 1.474570e-05 1.474570e-09 fluid pressure 7.031410e-05 7.031410e-05 7.031410e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 150 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.460396e-11 2.841836e-10 0.000000e+00 energy 2.507671e-08 1.228678e-12 2.507671e-10 displacement 1.474570e-05 9.716506e-10 1.471886e-09 fluid pressure 7.031410e-05 1.010338e-07 6.834091e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 150 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.460396e-11 6.664671e-12 0.000000e+00 energy 2.507671e-08 1.730756e-13 2.507671e-10 displacement 1.474570e-05 3.676061e-12 1.471800e-09 fluid pressure 7.031410e-05 4.861384e-11 6.836375e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 150 AUTO STEPPER: increasing time step, dt = 15.8385 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 47 : 165.838 ===== 1 Nonlinear solution status: time= 165.838 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.923454e-11 1.365464e-07 0.000000e+00 energy 2.785310e-08 2.267050e-10 2.785310e-10 displacement 1.830015e-05 1.830015e-05 1.830015e-09 fluid pressure 6.589002e-05 6.589002e-05 6.589002e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 165.838 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.923454e-11 7.063494e-10 0.000000e+00 energy 2.785310e-08 2.469034e-13 2.785310e-10 displacement 1.830015e-05 5.230550e-10 1.831155e-09 fluid pressure 6.589002e-05 2.663468e-08 6.609857e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 165.838 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.923454e-11 7.347445e-14 0.000000e+00 energy 2.785310e-08 5.539278e-19 2.785310e-10 displacement 1.830015e-05 1.729272e-13 1.831023e-09 fluid pressure 6.589002e-05 9.813369e-12 6.612385e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 165.838 AUTO STEPPER: increasing time step, dt = 17.6708 MUST POINT CONTROLLER: adjusting time step. dt = 9.16155 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 48 : 175 ===== 1 Nonlinear solution status: time= 175 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.538297e-11 3.954145e-08 0.000000e+00 energy 7.993083e-09 2.161545e-11 7.993083e-11 displacement 5.808844e-06 5.808844e-06 5.808844e-10 fluid pressure 1.751538e-05 1.751538e-05 1.751538e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 175 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.538297e-11 9.001068e-13 0.000000e+00 energy 7.993083e-09 1.638128e-15 7.993083e-11 displacement 5.808844e-06 2.070436e-10 5.796962e-10 fluid pressure 1.751538e-05 1.979129e-08 1.754581e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 175 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.538297e-11 4.185856e-15 0.000000e+00 energy 7.993083e-09 1.803222e-21 7.993083e-11 displacement 5.808844e-06 7.259957e-15 5.796857e-10 fluid pressure 1.751538e-05 1.205522e-12 1.755013e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 175 AUTO STEPPER: increasing time step, dt = 12.3292 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 49 : 187.329 ===== 1 Nonlinear solution status: time= 187.329 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.573641e-11 5.795680e-08 0.000000e+00 energy 1.300451e-08 8.050764e-11 1.300451e-10 displacement 9.758824e-06 9.758824e-06 9.758824e-10 fluid pressure 2.547969e-05 2.547969e-05 2.547969e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 187.329 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.573641e-11 1.202799e-11 0.000000e+00 energy 1.300451e-08 4.784155e-14 1.300451e-10 displacement 9.758824e-06 8.324477e-10 9.729137e-10 fluid pressure 2.547969e-05 2.510080e-08 2.540465e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 187.329 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.573641e-11 1.170243e-14 0.000000e+00 energy 1.300451e-08 2.908956e-18 1.300451e-10 displacement 9.758824e-06 1.983427e-13 9.728766e-10 fluid pressure 2.547969e-05 6.715331e-12 2.541455e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 187.329 AUTO STEPPER: increasing time step, dt = 14.8634 MUST POINT CONTROLLER: adjusting time step. dt = 12.6708 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 50 : 200 ===== 1 Nonlinear solution status: time= 200 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.486069e-11 4.768079e-08 0.000000e+00 energy 1.222808e-08 4.854923e-11 1.222808e-10 displacement 9.502032e-06 9.502032e-06 9.502032e-10 fluid pressure 2.192020e-05 2.192020e-05 2.192020e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 200 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.486069e-11 1.566994e-12 0.000000e+00 energy 1.222808e-08 1.653351e-15 1.222808e-10 displacement 9.502032e-06 1.483273e-10 9.505038e-10 fluid pressure 2.192020e-05 6.692401e-09 2.186808e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 200 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.486069e-11 3.895344e-15 0.000000e+00 energy 1.222808e-08 1.342364e-19 1.222808e-10 displacement 9.502032e-06 1.936938e-15 9.504876e-10 fluid pressure 2.192020e-05 1.036343e-12 2.187408e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 200 AUTO STEPPER: increasing time step, dt = 15.1366 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 51 : 215.137 ===== 1 Nonlinear solution status: time= 215.137 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.260030e-11 5.308426e-08 0.000000e+00 energy 1.556687e-08 6.973127e-11 1.556687e-10 displacement 1.241840e-05 1.241840e-05 1.241840e-09 fluid pressure 2.503625e-05 2.503625e-05 2.503625e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 215.137 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.260030e-11 8.246826e-12 0.000000e+00 energy 1.556687e-08 8.888581e-15 1.556687e-10 displacement 1.241840e-05 8.135314e-10 1.238401e-09 fluid pressure 2.503625e-05 2.836903e-08 2.539223e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 215.137 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.260030e-11 4.861950e-15 0.000000e+00 energy 1.556687e-08 1.539361e-19 1.556687e-10 displacement 1.241840e-05 1.448353e-14 1.238355e-09 fluid pressure 2.503625e-05 2.306185e-12 2.539868e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 215.137 AUTO STEPPER: increasing time step, dt = 17.1093 MUST POINT CONTROLLER: adjusting time step. dt = 9.86339 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 52 : 225 ===== 1 Nonlinear solution status: time= 225 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.263107e-11 1.937293e-08 0.000000e+00 energy 5.994050e-09 1.906764e-11 5.994050e-11 displacement 4.957664e-06 4.957664e-06 4.957664e-10 fluid pressure 9.399442e-06 9.399442e-06 9.399442e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 225 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.263107e-11 1.134373e-11 0.000000e+00 energy 5.994050e-09 5.062806e-14 5.994050e-11 displacement 4.957664e-06 1.740991e-10 4.951811e-10 fluid pressure 9.399442e-06 1.182174e-08 9.592543e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 225 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.263107e-11 1.808424e-15 0.000000e+00 energy 5.994050e-09 4.479952e-19 5.994050e-11 displacement 4.957664e-06 1.281995e-13 4.951435e-10 fluid pressure 9.399442e-06 1.609119e-11 9.595373e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 225 AUTO STEPPER: increasing time step, dt = 12.8907 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 53 : 237.891 ===== 1 Nonlinear solution status: time= 237.891 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039739e-11 2.654423e-08 0.000000e+00 energy 9.401184e-09 1.629204e-11 9.401184e-11 displacement 7.822947e-06 7.822947e-06 7.822947e-10 fluid pressure 1.421247e-05 1.421247e-05 1.421247e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 237.891 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039739e-11 3.298551e-12 0.000000e+00 energy 9.401184e-09 5.750939e-16 9.401184e-11 displacement 7.822947e-06 8.158804e-11 7.827280e-10 fluid pressure 1.421247e-05 2.748971e-09 1.436464e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 237.891 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.039739e-11 2.940382e-15 0.000000e+00 energy 9.401184e-09 5.056837e-20 9.401184e-11 displacement 7.822947e-06 8.808945e-16 7.827183e-10 fluid pressure 1.421247e-05 2.561786e-13 1.436662e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 237.891 AUTO STEPPER: increasing time step, dt = 15.3126 MUST POINT CONTROLLER: adjusting time step. dt = 12.1093 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 54 : 250 ===== 1 Nonlinear solution status: time= 250 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681184e-11 1.983511e-08 0.000000e+00 energy 7.624262e-09 2.481209e-11 7.624262e-11 displacement 6.428861e-06 6.428861e-06 6.428861e-10 fluid pressure 1.090991e-05 1.090991e-05 1.090991e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 250 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681184e-11 4.689460e-13 0.000000e+00 energy 7.624262e-09 1.802088e-15 7.624262e-11 displacement 6.428861e-06 1.576469e-10 6.421891e-10 fluid pressure 1.090991e-05 6.924554e-09 1.097227e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 250 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.681184e-11 2.884798e-15 0.000000e+00 energy 7.624262e-09 6.210018e-21 7.624262e-11 displacement 6.428861e-06 1.032939e-15 6.421806e-10 fluid pressure 1.090991e-05 4.692232e-13 1.097441e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 250 AUTO STEPPER: increasing time step, dt = 14.6874 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 55 : 264.687 ===== 1 Nonlinear solution status: time= 264.687 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324946e-11 2.497875e-08 0.000000e+00 energy 1.025917e-08 2.548448e-11 1.025917e-10 displacement 8.665997e-06 8.665997e-06 8.665997e-10 fluid pressure 1.386372e-05 1.386372e-05 1.386372e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 264.687 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324946e-11 3.958744e-12 0.000000e+00 energy 1.025917e-08 1.514758e-15 1.025917e-10 displacement 8.665997e-06 4.774804e-10 8.648553e-10 fluid pressure 1.386372e-05 1.310476e-08 1.413163e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 264.687 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324946e-11 4.101552e-15 0.000000e+00 energy 1.025917e-08 2.224819e-20 1.025917e-10 displacement 8.665997e-06 3.400784e-15 8.648347e-10 fluid pressure 1.386372e-05 7.628177e-13 1.413392e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 264.687 AUTO STEPPER: increasing time step, dt = 18.9531 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 56 : 283.64 ===== 1 Nonlinear solution status: time= 283.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.603281e-11 3.375649e-08 0.000000e+00 energy 1.538467e-08 4.423684e-11 1.538467e-10 displacement 1.280703e-05 1.280703e-05 1.280703e-09 fluid pressure 1.998531e-05 1.998531e-05 1.998531e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 283.64 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.603281e-11 4.004393e-12 0.000000e+00 energy 1.538467e-08 4.444265e-15 1.538467e-10 displacement 1.280703e-05 3.239347e-10 1.280498e-09 fluid pressure 1.998531e-05 6.727050e-09 2.024880e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 283.64 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.603281e-11 5.961386e-15 0.000000e+00 energy 1.538467e-08 4.606579e-20 1.538467e-10 displacement 1.280703e-05 3.185629e-15 1.280472e-09 fluid pressure 1.998531e-05 5.746086e-13 2.025170e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 283.64 AUTO STEPPER: increasing time step, dt = 25.2085 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 57 : 308.849 ===== 1 Nonlinear solution status: time= 308.849 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.822699e-11 4.859927e-08 0.000000e+00 energy 2.396178e-08 9.765793e-11 2.396178e-10 displacement 1.955743e-05 1.955743e-05 1.955743e-09 fluid pressure 2.829408e-05 2.829408e-05 2.829408e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 308.849 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.822699e-11 5.031195e-12 0.000000e+00 energy 2.396178e-08 1.777215e-14 2.396178e-10 displacement 1.955743e-05 8.965448e-10 1.954341e-09 fluid pressure 2.829408e-05 1.997453e-08 2.864536e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 308.849 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.822699e-11 1.095835e-14 0.000000e+00 energy 2.396178e-08 2.061561e-20 2.396178e-10 displacement 1.955743e-05 2.739276e-14 1.954271e-09 fluid pressure 2.829408e-05 2.799433e-12 2.865471e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 308.849 AUTO STEPPER: increasing time step, dt = 33.9942 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 58 : 342.843 ===== 1 Nonlinear solution status: time= 342.843 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.453216e-11 7.156177e-08 0.000000e+00 energy 3.703176e-08 1.734091e-10 3.703176e-10 displacement 2.947784e-05 2.947784e-05 2.947784e-09 fluid pressure 3.942559e-05 3.942559e-05 3.942559e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 342.843 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.453216e-11 2.015207e-11 0.000000e+00 energy 3.703176e-08 1.705367e-14 3.703176e-10 displacement 2.947784e-05 8.759284e-10 2.949153e-09 fluid pressure 3.942559e-05 1.362420e-08 3.991616e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 342.843 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.453216e-11 2.539910e-14 0.000000e+00 energy 3.703176e-08 9.474169e-20 3.703176e-10 displacement 2.947784e-05 1.377378e-14 2.949059e-09 fluid pressure 3.942559e-05 1.964291e-12 3.992443e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 342.843 AUTO STEPPER: increasing time step, dt = 46.1218 MUST POINT CONTROLLER: adjusting time step. dt = 7.15682 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 59 : 350 ===== 1 Nonlinear solution status: time= 350 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.645612e-12 3.232329e-09 0.000000e+00 energy 1.464876e-09 1.346154e-12 1.464876e-11 displacement 1.254465e-06 1.254465e-06 1.254465e-10 fluid pressure 1.652013e-06 1.652013e-06 1.652013e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 350 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.645612e-12 1.028211e-14 0.000000e+00 energy 1.464876e-09 4.892949e-18 1.464876e-11 displacement 1.254465e-06 2.176487e-12 1.254801e-10 fluid pressure 1.652013e-06 2.159155e-10 1.672103e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 350 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.645612e-12 9.051608e-16 0.000000e+00 energy 1.464876e-09 6.042605e-22 1.464876e-11 displacement 1.254465e-06 2.556052e-17 1.254799e-10 fluid pressure 1.652013e-06 3.189603e-15 1.672170e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 350 AUTO STEPPER: increasing time step, dt = 25.7255 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 60 : 375.725 ===== 1 Nonlinear solution status: time= 375.725 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.535950e-11 3.671751e-08 0.000000e+00 energy 1.743447e-08 5.766464e-11 1.743447e-10 displacement 1.411635e-05 1.411635e-05 1.411635e-09 fluid pressure 1.796056e-05 1.796056e-05 1.796056e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 375.725 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.535950e-11 4.316417e-10 0.000000e+00 energy 1.743447e-08 2.398104e-14 1.743447e-10 displacement 1.411635e-05 7.646628e-10 1.411916e-09 fluid pressure 1.796056e-05 9.763536e-09 1.815311e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 375.725 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.535950e-11 3.181931e-13 0.000000e+00 energy 1.743447e-08 4.719253e-19 1.743447e-10 displacement 1.411635e-05 2.639430e-14 1.411891e-09 fluid pressure 1.796056e-05 6.565204e-13 1.815561e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 375.725 AUTO STEPPER: increasing time step, dt = 40.5804 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 61 : 416.306 ===== 1 Nonlinear solution status: time= 416.306 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.016519e-10 4.912260e-08 0.000000e+00 energy 3.678113e-08 1.613078e-10 3.678113e-10 displacement 2.861121e-05 2.861121e-05 2.861121e-09 fluid pressure 3.417192e-05 3.417192e-05 3.417192e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 416.306 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.016519e-10 6.976754e-11 0.000000e+00 energy 3.678113e-08 2.528721e-13 3.678113e-10 displacement 2.861121e-05 1.513504e-08 2.841652e-09 fluid pressure 3.417192e-05 1.479034e-07 3.564422e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 416.306 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.016519e-10 3.373642e-14 0.000000e+00 energy 3.678113e-08 4.938107e-18 3.678113e-10 displacement 2.861121e-05 7.996247e-13 2.841330e-09 fluid pressure 3.417192e-05 9.961624e-12 3.565184e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 416.306 AUTO STEPPER: increasing time step, dt = 52.4643 MUST POINT CONTROLLER: adjusting time step. dt = 33.6942 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 62 : 450 ===== 1 Nonlinear solution status: time= 450 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.933553e-11 3.126004e-08 0.000000e+00 energy 2.116836e-08 8.155973e-11 2.116836e-10 displacement 1.646081e-05 1.646081e-05 1.646081e-09 fluid pressure 1.961454e-05 1.961454e-05 1.961454e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 450 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.933553e-11 1.338871e-09 0.000000e+00 energy 2.116836e-08 5.964206e-16 2.116836e-10 displacement 1.646081e-05 6.740243e-10 1.647953e-09 fluid pressure 1.961454e-05 6.632933e-09 1.975264e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 450 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.933553e-11 2.578547e-14 0.000000e+00 energy 2.116836e-08 2.643428e-19 2.116836e-10 displacement 1.646081e-05 1.532433e-14 1.647875e-09 fluid pressure 1.961454e-05 9.498975e-13 1.975666e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 450 AUTO STEPPER: increasing time step, dt = 46.9553 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 63 : 496.955 ===== 1 Nonlinear solution status: time= 496.955 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004893e-10 4.289237e-08 0.000000e+00 energy 3.407268e-08 1.287612e-10 3.407268e-10 displacement 2.552846e-05 2.552846e-05 2.552846e-09 fluid pressure 2.856790e-05 2.856790e-05 2.856790e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 496.955 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004893e-10 9.643536e-11 0.000000e+00 energy 3.407268e-08 3.386756e-14 3.407268e-10 displacement 2.552846e-05 9.540347e-10 2.554738e-09 fluid pressure 2.856790e-05 8.124245e-09 2.889566e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 496.955 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.004893e-10 1.833041e-14 0.000000e+00 energy 3.407268e-08 2.997144e-19 3.407268e-10 displacement 2.552846e-05 9.241055e-14 2.554671e-09 fluid pressure 2.856790e-05 1.139859e-12 2.890137e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 496.955 AUTO STEPPER: increasing time step, dt = 57.5643 MUST POINT CONTROLLER: adjusting time step. dt = 53.0447 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 64 : 550 ===== 1 Nonlinear solution status: time= 550 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065164e-10 4.708880e-08 0.000000e+00 energy 3.482658e-08 1.159777e-10 3.482658e-10 displacement 2.558218e-05 2.558218e-05 2.558218e-09 fluid pressure 2.701931e-05 2.701931e-05 2.701931e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 550 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065164e-10 4.913493e-10 0.000000e+00 energy 3.482658e-08 1.516060e-13 3.482658e-10 displacement 2.558218e-05 9.845160e-10 2.558932e-09 fluid pressure 2.701931e-05 8.030909e-09 2.743417e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 550 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.065164e-10 1.592283e-13 0.000000e+00 energy 3.482658e-08 1.606094e-18 3.482658e-10 displacement 2.558218e-05 6.574292e-13 2.558835e-09 fluid pressure 2.701931e-05 2.536712e-12 2.743405e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 550 AUTO STEPPER: increasing time step, dt = 62.4357 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 65 : 612.436 ===== 1 Nonlinear solution status: time= 612.436 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.200068e-10 6.298833e-08 0.000000e+00 energy 3.777746e-08 2.152425e-10 3.777746e-10 displacement 2.698314e-05 2.698314e-05 2.698314e-09 fluid pressure 2.743710e-05 2.743710e-05 2.743710e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 612.436 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.200068e-10 6.754944e-10 0.000000e+00 energy 3.777746e-08 3.255474e-13 3.777746e-10 displacement 2.698314e-05 9.900141e-09 2.699405e-09 fluid pressure 2.743710e-05 3.813917e-08 2.742140e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 612.436 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.200068e-10 6.832141e-14 0.000000e+00 energy 3.777746e-08 5.233357e-18 3.777746e-10 displacement 2.698314e-05 1.148620e-13 2.699317e-09 fluid pressure 2.743710e-05 1.875846e-12 2.742654e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 612.436 AUTO STEPPER: increasing time step, dt = 69.9486 MUST POINT CONTROLLER: adjusting time step. dt = 37.5643 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 66 : 650 ===== 1 Nonlinear solution status: time= 650 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.413864e-11 1.617446e-08 0.000000e+00 energy 1.095549e-08 1.319416e-11 1.095549e-10 displacement 8.257975e-06 8.257975e-06 8.257975e-10 fluid pressure 8.213749e-06 8.213749e-06 8.213749e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 650 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.413864e-11 1.348029e-11 0.000000e+00 energy 1.095549e-08 1.452297e-15 1.095549e-10 displacement 8.257975e-06 2.987859e-11 8.263740e-10 fluid pressure 8.213749e-06 1.330107e-09 8.331969e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 650 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.413864e-11 1.750405e-14 0.000000e+00 energy 1.095549e-08 6.482281e-20 1.095549e-10 displacement 8.257975e-06 7.670590e-16 8.263678e-10 fluid pressure 8.213749e-06 1.914937e-14 8.332376e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 650 AUTO STEPPER: increasing time step, dt = 50.0514 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 67 : 700.051 ===== 1 Nonlinear solution status: time= 700.051 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.223841e-11 2.423781e-08 0.000000e+00 energy 1.622155e-08 1.556758e-11 1.622155e-10 displacement 1.181894e-05 1.181894e-05 1.181894e-09 fluid pressure 1.156095e-05 1.156095e-05 1.156095e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 700.051 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.223841e-11 9.384346e-12 0.000000e+00 energy 1.622155e-08 8.449823e-16 1.622155e-10 displacement 1.181894e-05 4.382915e-11 1.182976e-09 fluid pressure 1.156095e-05 1.488858e-09 1.171256e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 700.051 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.223841e-11 2.760179e-14 0.000000e+00 energy 1.622155e-08 6.376460e-21 1.622155e-10 displacement 1.181894e-05 1.150266e-15 1.182964e-09 fluid pressure 1.156095e-05 2.840780e-14 1.171317e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 700.051 AUTO STEPPER: increasing time step, dt = 60.0411 MUST POINT CONTROLLER: adjusting time step. dt = 49.9486 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 68 : 750 ===== 1 Nonlinear solution status: time= 750 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.288886e-11 1.935832e-08 0.000000e+00 energy 1.320238e-08 2.725739e-11 1.320238e-10 displacement 9.542504e-06 9.542504e-06 9.542504e-10 fluid pressure 9.108143e-06 9.108143e-06 9.108143e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 750 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.288886e-11 4.668232e-11 0.000000e+00 energy 1.320238e-08 7.243213e-15 1.320238e-10 displacement 9.542504e-06 3.349661e-10 9.546714e-10 fluid pressure 9.108143e-06 2.156912e-09 9.206765e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 750 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.288886e-11 2.508734e-14 0.000000e+00 energy 1.320238e-08 5.900351e-21 1.320238e-10 displacement 9.542504e-06 1.082034e-15 9.546644e-10 fluid pressure 9.108143e-06 3.728864e-14 9.207067e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 750 AUTO STEPPER: increasing time step, dt = 59.9589 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 69 : 809.959 ===== 1 Nonlinear solution status: time= 809.959 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.096024e-11 2.312856e-08 0.000000e+00 energy 1.524707e-08 2.468940e-11 1.524707e-10 displacement 1.076751e-05 1.076751e-05 1.076751e-09 fluid pressure 1.004244e-05 1.004244e-05 1.004244e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 809.959 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.096024e-11 1.718370e-12 0.000000e+00 energy 1.524707e-08 3.173675e-15 1.524707e-10 displacement 1.076751e-05 2.850727e-10 1.077570e-09 fluid pressure 1.004244e-05 1.110217e-09 1.009565e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 809.959 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.096024e-11 2.629148e-14 0.000000e+00 energy 1.524707e-08 1.731759e-20 1.524707e-10 displacement 1.076751e-05 1.063153e-15 1.077559e-09 fluid pressure 1.004244e-05 1.938368e-14 1.009581e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 809.959 AUTO STEPPER: increasing time step, dt = 67.9671 MUST POINT CONTROLLER: adjusting time step. dt = 40.0411 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 70 : 850 ===== 1 Nonlinear solution status: time= 850 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.806870e-11 8.655991e-09 0.000000e+00 energy 5.569544e-09 7.077657e-12 5.569544e-11 displacement 4.075954e-06 4.075954e-06 4.075954e-10 fluid pressure 3.736189e-06 3.736189e-06 3.736189e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 850 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.806870e-11 8.151851e-11 0.000000e+00 energy 5.569544e-09 3.093922e-13 5.569544e-11 displacement 4.075954e-06 2.598681e-11 4.078802e-10 fluid pressure 3.736189e-06 8.092796e-10 3.790735e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 850 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.806870e-11 1.958715e-12 0.000000e+00 energy 5.569544e-09 1.142675e-17 5.569544e-11 displacement 4.075954e-06 1.154871e-12 4.078912e-10 fluid pressure 3.736189e-06 1.427856e-11 3.794869e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 850 AUTO STEPPER: increasing time step, dt = 52.0329 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 71 : 902.033 ===== 1 Nonlinear solution status: time= 902.033 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.804448e-11 1.472040e-08 0.000000e+00 energy 7.822327e-09 1.392978e-11 7.822327e-11 displacement 5.590098e-06 5.590098e-06 5.590098e-10 fluid pressure 5.109408e-06 5.109408e-06 5.109408e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 902.033 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.804448e-11 7.887424e-10 0.000000e+00 energy 7.822327e-09 3.277893e-13 7.822327e-11 displacement 5.590098e-06 2.959653e-10 5.598600e-10 fluid pressure 5.109408e-06 1.760169e-09 5.193097e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 902.033 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.804448e-11 1.875290e-13 0.000000e+00 energy 7.822327e-09 6.310397e-18 7.822327e-11 displacement 5.590098e-06 4.540284e-12 5.599172e-10 fluid pressure 5.109408e-06 7.080323e-12 5.195684e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 902.033 AUTO STEPPER: increasing time step, dt = 55.8485 MUST POINT CONTROLLER: adjusting time step. dt = 12.2671 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 72 : 914.3 ===== 1 Nonlinear solution status: time= 914.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.377230e-12 6.838280e-10 0.000000e+00 energy 3.815863e-10 1.044375e-13 3.815863e-12 displacement 2.959057e-07 2.959057e-07 2.959057e-11 fluid pressure 2.712366e-07 2.712366e-07 2.712366e-11 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 914.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.377230e-12 1.204901e-14 0.000000e+00 energy 3.815863e-10 6.376177e-19 3.815863e-12 displacement 2.959057e-07 8.628012e-14 2.959486e-11 fluid pressure 2.712366e-07 9.626622e-12 2.730056e-11 convergence summary number of iterations : 2 number of reformations : 2 ------- converged at time : 914.3 AUTO STEPPER: increasing time step, dt = 22.6737 MUST POINT CONTROLLER: adjusting time step. dt = 14.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 928.6 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 0 * * jacobian = -0.0216677 * * * ************************************************************************* ------- failed to converge at time : 928.6 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 13 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 927.3 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.580646 * * * ************************************************************************* ------- failed to converge at time : 927.3 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 11.7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 926 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.491957 * * * ************************************************************************* ------- failed to converge at time : 926 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 10.4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 924.7 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.398749 * * * ************************************************************************* ------- failed to converge at time : 924.7 Retrying time step. Retry attempt 4 of max 10 AUTO STEPPER: retry step, dt = 9.1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 923.4 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.300189 * * * ************************************************************************* ------- failed to converge at time : 923.4 Retrying time step. Retry attempt 5 of max 10 AUTO STEPPER: retry step, dt = 7.8 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 922.1 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.195168 * * * ************************************************************************* ------- failed to converge at time : 922.1 Retrying time step. Retry attempt 6 of max 10 AUTO STEPPER: retry step, dt = 6.5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 920.8 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.0821507 * * * ************************************************************************* ------- failed to converge at time : 920.8 Retrying time step. Retry attempt 7 of max 10 AUTO STEPPER: retry step, dt = 5.2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 919.5 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 44 at gauss point 0 * * jacobian = -0.0570349 * * * ************************************************************************* ------- failed to converge at time : 919.5 Retrying time step. Retry attempt 8 of max 10 AUTO STEPPER: retry step, dt = 3.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 73 : 918.2 ===== 1 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 2.214400e+02 0.000000e+00 energy 1.607214e+00 3.520945e-01 1.607214e-02 displacement 6.377388e-03 6.377388e-03 6.377388e-07 fluid pressure 7.505060e+02 7.505060e+02 7.505060e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 7.482474e+00 0.000000e+00 energy 1.607214e+00 2.276921e-02 1.607214e-02 displacement 6.377388e-03 1.136022e-03 5.881727e-07 fluid pressure 7.505060e+02 3.758874e+02 2.024520e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 5.898353e-02 0.000000e+00 energy 1.607214e+00 8.088532e-04 1.607214e-02 displacement 6.377388e-03 4.815544e-04 5.787599e-07 fluid pressure 7.505060e+02 5.243602e+00 1.905204e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 4.805788e-03 0.000000e+00 energy 1.607214e+00 7.235064e-06 1.607214e-02 displacement 6.377388e-03 1.114027e-04 6.098481e-07 fluid pressure 7.505060e+02 2.261678e+00 1.825397e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 5 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 8.223410e-04 0.000000e+00 energy 1.607214e+00 8.232695e-06 1.607214e-02 displacement 6.377388e-03 9.865591e-05 5.884281e-07 fluid pressure 7.505060e+02 6.292937e-01 1.764548e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 6 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 2.990915e-04 0.000000e+00 energy 1.607214e+00 9.005223e-06 1.607214e-02 displacement 6.377388e-03 2.355514e-05 5.922603e-07 fluid pressure 7.505060e+02 8.556986e-02 1.781962e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 7 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 1.118463e-03 0.000000e+00 energy 1.607214e+00 1.112529e-05 1.607214e-02 displacement 6.377388e-03 3.596904e-05 5.912936e-07 fluid pressure 7.505060e+02 1.908387e-01 1.750341e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 8 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 2.966678e-04 0.000000e+00 energy 1.607214e+00 3.540119e-06 1.607214e-02 displacement 6.377388e-03 4.301225e-05 5.918868e-07 fluid pressure 7.505060e+02 8.541723e-02 1.735794e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 9 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 1.406659e-04 0.000000e+00 energy 1.607214e+00 4.233514e-06 1.607214e-02 displacement 6.377388e-03 1.943024e-05 5.906428e-07 fluid pressure 7.505060e+02 2.094439e-02 1.736749e-01 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 10 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 1.307034e-04 0.000000e+00 energy 1.607214e+00 2.160698e-06 1.607214e-02 displacement 6.377388e-03 3.721012e-05 5.960973e-07 fluid pressure 7.505060e+02 6.299010e-02 1.729537e-01 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 11 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 3.699547e-05 0.000000e+00 energy 1.607214e+00 1.875254e-06 1.607214e-02 displacement 6.377388e-03 2.947235e-05 5.980043e-07 fluid pressure 7.505060e+02 4.399592e-02 1.729099e-01 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 12 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 12 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 3.651999e-06 0.000000e+00 energy 1.607214e+00 1.114993e-07 1.607214e-02 displacement 6.377388e-03 1.197428e-05 5.974186e-07 fluid pressure 7.505060e+02 2.141653e-02 1.734298e-01 Reforming stiffness matrix: reformation #12 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 13 Nonlinear solution status: time= 918.2 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 13 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.276188e+03 6.313537e-08 0.000000e+00 energy 1.607214e+00 2.725184e-09 1.607214e-02 displacement 6.377388e-03 4.670047e-07 5.954539e-07 fluid pressure 7.505060e+02 2.637521e-03 1.734929e-01 convergence summary number of iterations : 13 number of reformations : 13 ------- converged at time : 918.2 AUTO STEPPER: decreasing time step, dt = 3.42176 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 74 : 921.622 ===== 1 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 6.915849e-02 0.000000e+00 energy 1.392536e+00 3.400398e-03 1.392536e-02 displacement 3.795434e-03 3.795434e-03 3.795434e-07 fluid pressure 8.142780e+01 8.142780e+01 8.142780e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.474901 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 2.136502e-02 0.000000e+00 energy 1.392536e+00 1.253179e-06 1.392536e-02 displacement 3.795434e-03 7.917452e-05 3.723855e-07 fluid pressure 8.142780e+01 2.596675e+00 1.110724e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 4.576149e-03 0.000000e+00 energy 1.392536e+00 6.616386e-05 1.392536e-02 displacement 3.795434e-03 7.134633e-05 4.088172e-07 fluid pressure 8.142780e+01 7.583188e+00 1.587351e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.493046 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 8.084375e-04 0.000000e+00 energy 1.392536e+00 4.999765e-07 1.392536e-02 displacement 3.795434e-03 4.706146e-06 4.117721e-07 fluid pressure 8.142780e+01 1.351768e+00 1.698701e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.232757 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 4.216992e-04 0.000000e+00 energy 1.392536e+00 5.814435e-08 1.392536e-02 displacement 3.795434e-03 3.771854e-07 4.102979e-07 fluid pressure 8.142780e+01 7.979127e-02 1.734492e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 6 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 6 step from line search = 0.445692 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 1.144713e-04 0.000000e+00 energy 1.392536e+00 1.490254e-07 1.392536e-02 displacement 3.795434e-03 1.180183e-06 4.079474e-07 fluid pressure 8.142780e+01 1.737668e-01 1.791852e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 7 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 1.889826e-05 0.000000e+00 energy 1.392536e+00 3.713844e-07 1.392536e-02 displacement 3.795434e-03 3.534945e-06 4.035505e-07 fluid pressure 8.142780e+01 3.026423e-01 1.885156e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 8 Nonlinear solution status: time= 921.622 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 8 step from line search = 0.035892 convergence norms : INITIAL CURRENT REQUIRED residual 1.279777e+03 1.083518e-05 0.000000e+00 energy 1.392536e+00 2.846397e-08 1.392536e-02 displacement 3.795434e-03 6.964977e-09 4.034426e-07 fluid pressure 8.142780e+01 1.436241e-05 1.884358e-02 convergence summary number of iterations : 8 number of reformations : 8 ------- converged at time : 921.622 AUTO STEPPER: increasing time step, dt = 7.58572 MUST POINT CONTROLLER: adjusting time step. dt = 6.97824 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 75 : 928.6 ===== 1 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 1.936040e-03 0.000000e+00 energy 6.284427e+00 4.492541e-04 6.284427e-02 displacement 1.590593e-02 1.590593e-02 1.590593e-06 fluid pressure 2.308115e+01 2.308115e+01 2.308115e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 1.718982e-04 0.000000e+00 energy 6.284427e+00 2.754845e-06 6.284427e-02 displacement 1.590593e-02 1.308612e-04 1.756260e-06 fluid pressure 2.308115e+01 4.840457e+01 1.367101e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 3.398276e-06 0.000000e+00 energy 6.284427e+00 3.262690e-06 6.284427e-02 displacement 1.590593e-02 1.043899e-05 1.767328e-06 fluid pressure 2.308115e+01 3.268701e+00 1.763938e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 2.687282e-07 0.000000e+00 energy 6.284427e+00 8.301211e-07 6.284427e-02 displacement 1.590593e-02 6.051483e-07 1.769443e-06 fluid pressure 2.308115e+01 1.423746e-01 1.841863e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 6.099864e-07 0.000000e+00 energy 6.284427e+00 2.518854e-07 6.284427e-02 displacement 1.590593e-02 4.075346e-07 1.771118e-06 fluid pressure 2.308115e+01 1.343480e-01 1.932142e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 6 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 7.691066e-09 0.000000e+00 energy 6.284427e+00 6.556902e-08 6.284427e-02 displacement 1.590593e-02 4.799656e-08 1.773215e-06 fluid pressure 2.308115e+01 2.317765e-02 1.969337e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 7 Nonlinear solution status: time= 928.6 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.971750e+03 1.981127e-09 0.000000e+00 energy 6.284427e+00 2.038090e-08 6.284427e-02 displacement 1.590593e-02 1.147081e-08 1.773996e-06 fluid pressure 2.308115e+01 7.017013e-03 1.989696e-02 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 928.6 AUTO STEPPER: increasing time step, dt = 8.40766 MUST POINT CONTROLLER: adjusting time step. dt = 1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 76 : 929.6 ===== 1 Nonlinear solution status: time= 929.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.214252e-09 2.986508e-03 0.000000e+00 energy 2.739682e-04 4.569214e-06 2.739682e-06 displacement 1.315032e-04 1.315032e-04 1.315032e-08 fluid pressure 1.430478e+03 1.430478e+03 1.430478e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 929.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.214252e-09 1.602204e-06 0.000000e+00 energy 2.739682e-04 1.582385e-07 2.739682e-06 displacement 1.315032e-04 3.933459e-06 1.336954e-08 fluid pressure 1.430478e+03 2.038411e+00 1.326662e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 929.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.214252e-09 8.237490e-09 0.000000e+00 energy 2.739682e-04 5.131632e-10 2.739682e-06 displacement 1.315032e-04 5.079957e-08 1.333824e-08 fluid pressure 1.430478e+03 9.342742e-04 1.328072e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 929.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.214252e-09 4.451439e-10 0.000000e+00 energy 2.739682e-04 2.023164e-11 2.739682e-06 displacement 1.315032e-04 2.149284e-10 1.335582e-08 fluid pressure 1.430478e+03 1.825771e-04 1.328900e-01 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 929.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 77 : 930.6 ===== 1 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 8.115091e-04 0.000000e+00 energy 5.069038e-05 1.068034e-05 5.069038e-07 displacement 6.823800e-05 6.823800e-05 6.823800e-09 fluid pressure 2.338438e+02 2.338438e+02 2.338438e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.058879 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 1.959935e-03 0.000000e+00 energy 5.069038e-05 3.527169e-07 5.069038e-07 displacement 6.823800e-05 2.412006e-07 7.141967e-09 fluid pressure 2.338438e+02 6.218736e-02 2.406546e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 2.653217e-05 0.000000e+00 energy 5.069038e-05 9.589969e-07 5.069038e-07 displacement 6.823800e-05 4.796735e-05 1.778124e-08 fluid pressure 2.338438e+02 1.152782e+01 3.462084e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.601169 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 1.759420e-05 0.000000e+00 energy 5.069038e-05 8.998481e-06 5.069038e-07 displacement 6.823800e-05 1.975197e-05 1.004758e-08 fluid pressure 2.338438e+02 8.316720e+00 2.667298e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 5 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 6.361021e-06 0.000000e+00 energy 5.069038e-05 3.245075e-07 5.069038e-07 displacement 6.823800e-05 2.160777e-06 8.371034e-09 fluid pressure 2.338438e+02 1.245807e+00 2.437570e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 6 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 3.062188e-07 0.000000e+00 energy 5.069038e-05 1.032911e-07 5.069038e-07 displacement 6.823800e-05 2.107289e-06 7.146532e-09 fluid pressure 2.338438e+02 1.287078e+00 2.233105e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 7 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 4.171251e-10 0.000000e+00 energy 5.069038e-05 3.914151e-10 5.069038e-07 displacement 6.823800e-05 1.030272e-08 7.175607e-09 fluid pressure 2.338438e+02 9.808711e-04 2.234846e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 8 Nonlinear solution status: time= 930.6 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.260127e-10 2.370493e-12 0.000000e+00 energy 5.069038e-05 1.616239e-12 5.069038e-07 displacement 6.823800e-05 1.002112e-10 7.176464e-09 fluid pressure 2.338438e+02 4.215928e-06 2.235184e-02 convergence summary number of iterations : 8 number of reformations : 8 ------- converged at time : 930.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 78 : 931.6 ===== 1 Nonlinear solution status: time= 931.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395211e-10 2.743205e-05 0.000000e+00 energy 1.482328e-05 2.674588e-07 1.482328e-07 displacement 4.363985e-05 4.363985e-05 4.363985e-09 fluid pressure 4.944237e+01 4.944237e+01 4.944237e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 931.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.041230 convergence norms : INITIAL CURRENT REQUIRED residual 1.395211e-10 1.907862e-05 0.000000e+00 energy 1.482328e-05 1.345932e-09 1.482328e-07 displacement 4.363985e-05 1.076458e-08 4.372561e-09 fluid pressure 4.944237e+01 3.442110e-04 4.959513e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 931.6 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395211e-10 2.006775e-07 0.000000e+00 energy 1.482328e-05 2.981317e-09 1.482328e-07 displacement 4.363985e-05 1.161817e-07 4.444782e-09 fluid pressure 4.944237e+01 1.718068e-02 4.808161e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 931.6 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.395211e-10 9.952017e-10 0.000000e+00 energy 1.482328e-05 7.093387e-13 1.482328e-07 displacement 4.363985e-05 5.055932e-10 4.455931e-09 fluid pressure 4.944237e+01 3.524954e-05 4.813020e-03 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 931.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 79 : 932.6 ===== 1 Nonlinear solution status: time= 932.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.101063e-09 1.023774e-05 0.000000e+00 energy 5.785484e-06 1.687209e-07 5.785484e-08 displacement 2.849895e-05 2.849895e-05 2.849895e-09 fluid pressure 1.260038e+01 1.260038e+01 1.260038e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 932.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 0.044682 convergence norms : INITIAL CURRENT REQUIRED residual 1.101063e-09 8.857280e-06 0.000000e+00 energy 5.785484e-06 1.080810e-08 5.785484e-08 displacement 2.849895e-05 2.450645e-09 2.855721e-09 fluid pressure 1.260038e+01 9.218285e-05 1.264348e-03 convergence summary number of iterations : 2 number of reformations : 2 ------- converged at time : 932.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 80 : 933.6 ===== 1 Nonlinear solution status: time= 933.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.857361e-06 9.204889e-06 0.000000e+00 energy 2.250046e-06 1.129378e-07 2.250046e-08 displacement 2.015978e-05 2.015978e-05 2.015978e-09 fluid pressure 4.010769e+00 4.010769e+00 4.010769e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 933.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.400180 convergence norms : INITIAL CURRENT REQUIRED residual 8.857361e-06 3.454186e-06 0.000000e+00 energy 2.250046e-06 7.002318e-09 2.250046e-08 displacement 2.015978e-05 1.075919e-08 2.049129e-09 fluid pressure 4.010769e+00 4.904931e-04 4.026941e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 933.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.857361e-06 3.962727e-08 0.000000e+00 energy 2.250046e-06 9.300821e-10 2.250046e-08 displacement 2.015978e-05 2.174048e-08 2.100419e-09 fluid pressure 4.010769e+00 9.155596e-04 4.016070e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 933.6 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 0.027833 convergence norms : INITIAL CURRENT REQUIRED residual 8.857361e-06 4.269413e-08 0.000000e+00 energy 2.250046e-06 2.548379e-11 2.250046e-08 displacement 2.015978e-05 3.783722e-12 2.100508e-09 fluid pressure 4.010769e+00 1.396975e-07 4.017271e-04 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 933.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 81 : 934.6 ===== 1 Nonlinear solution status: time= 934.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.276930e-08 8.014532e-06 0.000000e+00 energy 1.538593e-06 1.125965e-07 1.538593e-08 displacement 1.548233e-05 1.548233e-05 1.548233e-09 fluid pressure 1.455089e+00 1.455089e+00 1.455089e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 934.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.276930e-08 7.925729e-07 0.000000e+00 energy 1.538593e-06 2.880025e-08 1.538593e-08 displacement 1.548233e-05 8.564379e-06 3.190636e-09 fluid pressure 1.455089e+00 1.134074e+00 4.826358e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 934.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.276930e-08 2.326759e-09 0.000000e+00 energy 1.538593e-06 7.842545e-10 1.538593e-08 displacement 1.548233e-05 1.432681e-08 3.209568e-09 fluid pressure 1.455089e+00 2.724073e-03 4.622470e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 934.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.276930e-08 4.958725e-12 0.000000e+00 energy 1.538593e-06 1.607289e-13 1.538593e-08 displacement 1.548233e-05 2.611287e-10 3.217803e-09 fluid pressure 1.455089e+00 5.301768e-07 4.623843e-04 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 934.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 82 : 935.6 ===== 1 Nonlinear solution status: time= 935.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731958e-11 5.457108e-06 0.000000e+00 energy 1.360239e-06 2.896885e-08 1.360239e-08 displacement 1.519631e-05 1.519631e-05 1.519631e-09 fluid pressure 5.162278e-01 5.162278e-01 5.162278e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 935.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731958e-11 8.597991e-08 0.000000e+00 energy 1.360239e-06 1.951192e-10 1.360239e-08 displacement 1.519631e-05 1.397262e-08 1.513069e-09 fluid pressure 5.162278e-01 7.175668e-04 4.912612e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 935.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.731958e-11 1.959127e-09 0.000000e+00 energy 1.360239e-06 7.743638e-14 1.360239e-08 displacement 1.519631e-05 1.256306e-10 1.513891e-09 fluid pressure 5.162278e-01 5.422280e-07 4.918565e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 935.6 AUTO STEPPER: increasing time step, dt = 1.15745 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 83 : 936.757 ===== 1 Nonlinear solution status: time= 936.757 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.043778e-09 6.258282e-06 0.000000e+00 energy 9.476151e-07 1.417022e-08 9.476151e-09 displacement 1.386891e-05 1.386891e-05 1.386891e-09 fluid pressure 1.628449e-01 1.628449e-01 1.628449e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 936.757 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.043778e-09 4.045612e-08 0.000000e+00 energy 9.476151e-07 1.774147e-11 9.476151e-09 displacement 1.386891e-05 1.242561e-08 1.380928e-09 fluid pressure 1.628449e-01 2.733150e-04 1.536753e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 936.757 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.043778e-09 1.963264e-12 0.000000e+00 energy 9.476151e-07 3.660028e-14 9.476151e-09 displacement 1.386891e-05 6.661143e-12 1.379858e-09 fluid pressure 1.628449e-01 1.457437e-07 1.536671e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 936.757 AUTO STEPPER: increasing time step, dt = 1.46564 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 84 : 938.223 ===== 1 Nonlinear solution status: time= 938.223 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.056049e-10 5.729101e-06 0.000000e+00 energy 9.140041e-07 1.487330e-08 9.140041e-09 displacement 1.545053e-05 1.545053e-05 1.545053e-09 fluid pressure 1.147849e-01 1.147849e-01 1.147849e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 938.223 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.056049e-10 7.728592e-09 0.000000e+00 energy 9.140041e-07 7.127547e-11 9.140041e-09 displacement 1.545053e-05 7.141985e-09 1.544767e-09 fluid pressure 1.147849e-01 1.479784e-04 1.109479e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 938.223 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.056049e-10 1.750276e-12 0.000000e+00 energy 9.140041e-07 5.931785e-14 9.140041e-09 displacement 1.545053e-05 1.035853e-11 1.543785e-09 fluid pressure 1.147849e-01 2.630566e-07 1.108368e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 938.223 AUTO STEPPER: increasing time step, dt = 1.94296 MUST POINT CONTROLLER: adjusting time step. dt = 1.07691 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 85 : 939.3 ===== 1 Nonlinear solution status: time= 939.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.282221e-11 2.285043e-06 0.000000e+00 energy 3.224839e-07 7.595397e-09 3.224839e-09 displacement 6.678304e-06 6.678304e-06 6.678304e-10 fluid pressure 4.005391e-02 4.005391e-02 4.005391e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 939.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.282221e-11 4.263572e-09 0.000000e+00 energy 3.224839e-07 1.729364e-12 3.224839e-09 displacement 6.678304e-06 2.420223e-09 6.692947e-10 fluid pressure 4.005391e-02 6.922159e-05 3.839841e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 939.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.282221e-11 2.223041e-12 0.000000e+00 energy 3.224839e-07 9.049469e-15 3.224839e-09 displacement 6.678304e-06 2.821092e-12 6.688119e-10 fluid pressure 4.005391e-02 5.017456e-08 3.835307e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 939.3 AUTO STEPPER: increasing time step, dt = 1.80153 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 86 : 941.102 ===== 1 Nonlinear solution status: time= 941.102 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.523544e-11 3.875159e-06 0.000000e+00 energy 5.997589e-07 8.813535e-09 5.997589e-09 displacement 1.395213e-05 1.395213e-05 1.395213e-09 fluid pressure 6.188085e-02 6.188085e-02 6.188085e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 941.102 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.523544e-11 1.584117e-09 0.000000e+00 energy 5.997589e-07 4.920106e-11 5.997589e-09 displacement 1.395213e-05 3.014637e-09 1.392957e-09 fluid pressure 6.188085e-02 1.168324e-04 6.129469e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 941.102 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.523544e-11 1.338074e-11 0.000000e+00 energy 5.997589e-07 7.353322e-14 5.997589e-09 displacement 1.395213e-05 1.136576e-11 1.392346e-09 fluid pressure 6.188085e-02 3.883852e-07 6.112499e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 941.102 AUTO STEPPER: increasing time step, dt = 2.40284 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 87 : 943.504 ===== 1 Nonlinear solution status: time= 943.504 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.386074e-10 4.034100e-06 0.000000e+00 energy 6.716162e-07 1.358396e-08 6.716162e-09 displacement 1.800333e-05 1.800333e-05 1.800333e-09 fluid pressure 5.921545e-02 5.921545e-02 5.921545e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 943.504 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.386074e-10 1.259586e-09 0.000000e+00 energy 6.716162e-07 5.132632e-11 6.716162e-09 displacement 1.800333e-05 4.750094e-09 1.800447e-09 fluid pressure 5.921545e-02 1.615764e-04 5.857035e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 943.504 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.386074e-10 2.275656e-12 0.000000e+00 energy 6.716162e-07 1.602344e-13 6.716162e-09 displacement 1.800333e-05 1.153341e-11 1.800040e-09 fluid pressure 5.921545e-02 8.606339e-07 5.831019e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 943.504 AUTO STEPPER: increasing time step, dt = 2.91273 MUST POINT CONTROLLER: adjusting time step. dt = 0.795627 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 88 : 944.3 ===== 1 Nonlinear solution status: time= 944.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.263833e-11 3.522261e-07 0.000000e+00 energy 5.283108e-08 3.713613e-10 5.283108e-10 displacement 1.791004e-06 1.791004e-06 1.791004e-10 fluid pressure 5.002758e-03 5.002758e-03 5.002758e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 944.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.263833e-11 5.901055e-11 0.000000e+00 energy 5.283108e-08 1.726371e-13 5.283108e-10 displacement 1.791004e-06 6.065330e-11 1.789383e-10 fluid pressure 5.002758e-03 2.330836e-06 5.025060e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 944.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.263833e-11 5.667820e-14 0.000000e+00 energy 5.283108e-08 5.779718e-17 5.283108e-10 displacement 1.791004e-06 2.080536e-14 1.789227e-10 fluid pressure 5.002758e-03 8.554092e-10 5.022861e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 944.3 AUTO STEPPER: increasing time step, dt = 1.6365 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 89 : 945.937 ===== 1 Nonlinear solution status: time= 945.937 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019372e-11 1.023377e-06 0.000000e+00 energy 1.815872e-07 1.873076e-09 1.815872e-09 displacement 6.349497e-06 6.349497e-06 6.349497e-10 fluid pressure 1.438590e-02 1.438590e-02 1.438590e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 945.937 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019372e-11 8.347166e-10 0.000000e+00 energy 1.815872e-07 1.951351e-12 1.815872e-09 displacement 6.349497e-06 4.379429e-10 6.337868e-10 fluid pressure 1.438590e-02 1.673266e-05 1.448030e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 945.937 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.019372e-11 1.108512e-13 0.000000e+00 energy 1.815872e-07 1.314066e-15 1.815872e-09 displacement 6.349497e-06 3.106072e-13 6.336649e-10 fluid pressure 1.438590e-02 1.174807e-08 1.446553e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 945.937 AUTO STEPPER: increasing time step, dt = 2.3092 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 90 : 948.246 ===== 1 Nonlinear solution status: time= 948.246 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.863497e-11 1.401563e-06 0.000000e+00 energy 2.683470e-07 4.622329e-09 2.683470e-09 displacement 1.019074e-05 1.019074e-05 1.019074e-09 fluid pressure 1.763320e-02 1.763320e-02 1.763320e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 948.246 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.863497e-11 2.581623e-10 0.000000e+00 energy 2.683470e-07 8.132873e-13 2.683470e-09 displacement 1.019074e-05 2.784033e-09 1.021391e-09 fluid pressure 1.763320e-02 2.626895e-05 1.734748e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 948.246 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.863497e-11 1.057141e-12 0.000000e+00 energy 2.683470e-07 7.699876e-16 2.683470e-09 displacement 1.019074e-05 2.229026e-12 1.020780e-09 fluid pressure 1.763320e-02 4.947254e-09 1.734931e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 948.246 AUTO STEPPER: increasing time step, dt = 2.84736 MUST POINT CONTROLLER: adjusting time step. dt = 1.0543 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 91 : 949.3 ===== 1 Nonlinear solution status: time= 949.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.285006e-11 2.384949e-07 0.000000e+00 energy 4.418159e-08 4.941878e-10 4.418159e-10 displacement 1.942717e-06 1.942717e-06 1.942717e-10 fluid pressure 2.906785e-03 2.906785e-03 2.906785e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 949.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.285006e-11 4.980916e-12 0.000000e+00 energy 4.418159e-08 2.600071e-14 4.418159e-10 displacement 1.942717e-06 4.477299e-11 1.941682e-10 fluid pressure 2.906785e-03 7.588646e-07 2.901985e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 949.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.285006e-11 2.253673e-14 0.000000e+00 energy 4.418159e-08 2.324808e-18 4.418159e-10 displacement 1.942717e-06 4.461264e-15 1.941588e-10 fluid pressure 2.906785e-03 1.037414e-10 2.902434e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 949.3 AUTO STEPPER: increasing time step, dt = 1.84344 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 92 : 951.143 ===== 1 Nonlinear solution status: time= 951.143 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.320279e-11 5.469325e-07 0.000000e+00 energy 1.118319e-07 9.347421e-10 1.118319e-09 displacement 5.152610e-06 5.152610e-06 5.152610e-10 fluid pressure 6.354302e-03 6.354302e-03 6.354302e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 951.143 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.320279e-11 2.960723e-11 0.000000e+00 energy 1.118319e-07 1.026710e-13 1.118319e-09 displacement 5.152610e-06 1.105775e-10 5.145862e-10 fluid pressure 6.354302e-03 2.261638e-06 6.348704e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 951.143 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.320279e-11 4.960525e-14 0.000000e+00 energy 1.118319e-07 1.123433e-17 1.118319e-09 displacement 5.152610e-06 4.413438e-14 5.145249e-10 fluid pressure 6.354302e-03 7.173763e-11 6.348738e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 951.143 AUTO STEPPER: increasing time step, dt = 2.47475 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 93 : 953.618 ===== 1 Nonlinear solution status: time= 953.618 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.233171e-11 7.304426e-07 0.000000e+00 energy 1.596819e-07 3.794456e-09 1.596819e-09 displacement 7.816125e-06 7.816125e-06 7.816125e-10 fluid pressure 7.819742e-03 7.819742e-03 7.819742e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 953.618 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.233171e-11 8.479813e-11 0.000000e+00 energy 1.596819e-07 2.550002e-13 1.596819e-09 displacement 7.816125e-06 6.446593e-10 7.838216e-10 fluid pressure 7.819742e-03 3.201495e-06 7.655855e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 953.618 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.233171e-11 8.322305e-14 0.000000e+00 energy 1.596819e-07 7.894504e-19 1.596819e-09 displacement 7.816125e-06 6.564296e-14 7.837562e-10 fluid pressure 7.819742e-03 6.056299e-10 7.657545e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 953.618 AUTO STEPPER: increasing time step, dt = 2.9798 MUST POINT CONTROLLER: adjusting time step. dt = 0.681813 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 94 : 954.3 ===== 1 Nonlinear solution status: time= 954.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.456306e-12 4.823791e-08 0.000000e+00 energy 1.001603e-08 8.725804e-11 1.001603e-10 displacement 5.689188e-07 5.689188e-07 5.689188e-11 fluid pressure 5.228515e-04 5.228515e-04 5.228515e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 954.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.456306e-12 2.184762e-12 0.000000e+00 energy 1.001603e-08 2.529353e-15 1.001603e-10 displacement 5.689188e-07 9.109887e-12 5.689811e-11 fluid pressure 5.228515e-04 2.344305e-07 5.235195e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 954.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.456306e-12 1.899555e-15 0.000000e+00 energy 1.001603e-08 1.068602e-20 1.001603e-10 displacement 5.689188e-07 2.328003e-16 5.689704e-11 fluid pressure 5.228515e-04 6.851795e-12 5.235877e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 954.3 AUTO STEPPER: increasing time step, dt = 1.54545 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 95 : 955.845 ===== 1 Nonlinear solution status: time= 955.845 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658682e-11 2.085112e-07 0.000000e+00 energy 4.607348e-08 2.991282e-10 4.607348e-10 displacement 2.662373e-06 2.662373e-06 2.662373e-10 fluid pressure 2.107346e-03 2.107346e-03 2.107346e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 955.845 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658682e-11 2.273920e-11 0.000000e+00 energy 4.607348e-08 3.705626e-14 4.607348e-10 displacement 2.662373e-06 1.263563e-10 2.662788e-10 fluid pressure 2.107346e-03 5.415661e-07 2.097576e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 955.845 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658682e-11 1.033224e-14 0.000000e+00 energy 4.607348e-08 4.404210e-18 4.607348e-10 displacement 2.662373e-06 6.131224e-15 2.662637e-10 fluid pressure 2.107346e-03 9.328509e-11 2.097963e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 955.845 AUTO STEPPER: increasing time step, dt = 2.23636 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 96 : 958.082 ===== 1 Nonlinear solution status: time= 958.082 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.164563e-11 3.514817e-07 0.000000e+00 energy 8.163797e-08 9.145766e-10 8.163797e-10 displacement 4.926254e-06 4.926254e-06 4.926254e-10 fluid pressure 3.357857e-03 3.357857e-03 3.357857e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 958.082 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.164563e-11 1.650585e-10 0.000000e+00 energy 8.163797e-08 4.290769e-13 8.163797e-10 displacement 4.926254e-06 2.729511e-10 4.929126e-10 fluid pressure 3.357857e-03 2.390130e-06 3.341892e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 958.082 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.164563e-11 1.706946e-14 0.000000e+00 energy 8.163797e-08 2.701201e-16 8.163797e-10 displacement 4.926254e-06 8.462343e-14 4.928760e-10 fluid pressure 3.357857e-03 1.733976e-09 3.343324e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 958.082 AUTO STEPPER: increasing time step, dt = 2.78909 MUST POINT CONTROLLER: adjusting time step. dt = 1.21819 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 97 : 959.3 ===== 1 Nonlinear solution status: time= 959.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.282174e-12 9.561615e-08 0.000000e+00 energy 2.063294e-08 1.497734e-10 2.063294e-10 displacement 1.372602e-06 1.372602e-06 1.372602e-10 fluid pressure 8.736667e-04 8.736667e-04 8.736667e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 959.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.282174e-12 3.911271e-12 0.000000e+00 energy 2.063294e-08 4.684195e-14 2.063294e-10 displacement 1.372602e-06 7.566803e-11 1.372531e-10 fluid pressure 8.736667e-04 7.203494e-07 8.687468e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 959.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.282174e-12 3.463045e-15 0.000000e+00 energy 2.063294e-08 1.452460e-17 2.063294e-10 displacement 1.372602e-06 5.261123e-15 1.372517e-10 fluid pressure 8.736667e-04 2.113834e-10 8.687985e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 959.3 AUTO STEPPER: increasing time step, dt = 1.97455 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 98 : 961.275 ===== 1 Nonlinear solution status: time= 961.275 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.030055e-11 2.102628e-07 0.000000e+00 energy 4.756999e-08 3.450964e-10 4.756999e-10 displacement 3.276990e-06 3.276990e-06 3.276990e-10 fluid pressure 1.848357e-03 1.848357e-03 1.848357e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 961.275 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.030055e-11 4.125324e-10 0.000000e+00 energy 4.756999e-08 5.312354e-13 4.756999e-10 displacement 3.276990e-06 2.002024e-10 3.284373e-10 fluid pressure 1.848357e-03 3.823330e-06 1.813022e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 961.275 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.030055e-11 1.750783e-14 0.000000e+00 energy 4.756999e-08 6.072872e-16 4.756999e-10 displacement 3.276990e-06 1.110082e-13 3.284325e-10 fluid pressure 1.848357e-03 3.772374e-09 1.813311e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 961.275 AUTO STEPPER: increasing time step, dt = 2.57964 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 99 : 963.854 ===== 1 Nonlinear solution status: time= 963.854 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.127619e-11 2.773461e-07 0.000000e+00 energy 6.847456e-08 4.226492e-10 6.847456e-10 displacement 5.004953e-06 5.004953e-06 5.004953e-10 fluid pressure 2.464990e-03 2.464990e-03 2.464990e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 963.854 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.127619e-11 1.490655e-10 0.000000e+00 energy 6.847456e-08 2.218280e-12 6.847456e-10 displacement 5.004953e-06 5.062977e-10 5.017558e-10 fluid pressure 2.464990e-03 8.114952e-06 2.442336e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 963.854 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.127619e-11 3.985072e-14 0.000000e+00 energy 6.847456e-08 4.946645e-15 6.847456e-10 displacement 5.004953e-06 6.627682e-13 5.017650e-10 fluid pressure 2.464990e-03 2.084187e-08 2.443588e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 963.854 AUTO STEPPER: increasing time step, dt = 3.06371 MUST POINT CONTROLLER: adjusting time step. dt = 0.445808 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 100 : 964.3 ===== 1 Nonlinear solution status: time= 964.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.638605e-13 7.380831e-09 0.000000e+00 energy 1.803545e-09 2.217034e-13 1.803545e-11 displacement 1.471203e-07 1.471203e-07 1.471203e-11 fluid pressure 6.987899e-05 6.987899e-05 6.987899e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 964.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.638605e-13 3.264951e-13 0.000000e+00 energy 1.803545e-09 1.158908e-15 1.803545e-11 displacement 1.471203e-07 7.064070e-13 1.471505e-11 fluid pressure 6.987899e-05 4.783910e-08 6.993604e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 964.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.638605e-13 1.581441e-16 0.000000e+00 energy 1.803545e-09 1.083049e-19 1.803545e-11 displacement 1.471203e-07 5.485822e-17 1.471502e-11 fluid pressure 6.987899e-05 4.645817e-12 6.993795e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 964.3 AUTO STEPPER: increasing time step, dt = 1.35665 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 101 : 965.657 ===== 1 Nonlinear solution status: time= 965.657 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.469054e-12 6.242720e-08 0.000000e+00 energy 1.574432e-08 5.051306e-11 1.574432e-10 displacement 1.290272e-06 1.290272e-06 1.290272e-10 fluid pressure 5.620252e-04 5.620252e-04 5.620252e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 965.657 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.469054e-12 2.352964e-12 0.000000e+00 energy 1.574432e-08 1.679177e-13 1.574432e-10 displacement 1.290272e-06 5.429326e-11 1.291724e-10 fluid pressure 5.620252e-04 1.418665e-06 5.588159e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 965.657 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.469054e-12 3.741038e-15 0.000000e+00 energy 1.574432e-08 1.323397e-16 1.574432e-10 displacement 1.290272e-06 2.750872e-14 1.291731e-10 fluid pressure 5.620252e-04 1.224981e-09 5.589067e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 965.657 AUTO STEPPER: increasing time step, dt = 2.30238 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 102 : 967.959 ===== 1 Nonlinear solution status: time= 967.959 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.021439e-11 1.563189e-07 0.000000e+00 energy 4.007822e-08 7.176784e-11 4.007822e-10 displacement 3.413645e-06 3.413645e-06 3.413645e-10 fluid pressure 1.349603e-03 1.349603e-03 1.349603e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 967.959 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.021439e-11 9.008671e-11 0.000000e+00 energy 4.007822e-08 1.614939e-12 4.007822e-10 displacement 3.413645e-06 3.298529e-10 3.422590e-10 fluid pressure 1.349603e-03 6.881295e-06 1.348483e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 967.959 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.021439e-11 2.515349e-14 0.000000e+00 energy 4.007822e-08 3.470872e-15 4.007822e-10 displacement 3.413645e-06 4.798108e-13 3.422741e-10 fluid pressure 1.349603e-03 1.532070e-08 1.349650e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 967.959 AUTO STEPPER: increasing time step, dt = 3.42735 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 103 : 971.386 ===== 1 Nonlinear solution status: time= 971.386 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.056885e-11 2.848759e-07 0.000000e+00 energy 7.465433e-08 3.981292e-10 7.465433e-10 displacement 6.749980e-06 6.749980e-06 6.749980e-10 fluid pressure 2.369188e-03 2.369188e-03 2.369188e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 971.386 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.056885e-11 4.651190e-10 0.000000e+00 energy 7.465433e-08 8.060908e-12 7.465433e-10 displacement 6.749980e-06 3.223596e-09 6.787712e-10 fluid pressure 2.369188e-03 2.052873e-05 2.377711e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 971.386 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.056885e-11 1.313293e-13 0.000000e+00 energy 7.465433e-08 3.338636e-14 7.465433e-10 displacement 6.749980e-06 3.389292e-12 6.788782e-10 fluid pressure 2.369188e-03 8.765363e-08 2.382787e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 971.386 AUTO STEPPER: increasing time step, dt = 4.8757 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 104 : 976.262 ===== 1 Nonlinear solution status: time= 976.262 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.203162e-11 4.352583e-07 0.000000e+00 energy 1.195617e-07 6.100013e-10 1.195617e-09 displacement 1.188860e-05 1.188860e-05 1.188860e-09 fluid pressure 3.435257e-03 3.435257e-03 3.435257e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 976.262 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.203162e-11 1.761042e-10 0.000000e+00 energy 1.195617e-07 2.699982e-11 1.195617e-09 displacement 1.188860e-05 3.828826e-09 1.199492e-09 fluid pressure 3.435257e-03 4.292797e-05 3.492538e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 976.262 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.203162e-11 5.142344e-13 0.000000e+00 energy 1.195617e-07 1.528129e-13 1.195617e-09 displacement 1.188860e-05 1.272202e-11 1.199623e-09 fluid pressure 3.435257e-03 2.493072e-07 3.509223e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 976.262 AUTO STEPPER: increasing time step, dt = 6.81449 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 105 : 983.077 ===== 1 Nonlinear solution status: time= 983.077 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.191895e-10 6.484890e-07 0.000000e+00 energy 1.736631e-07 9.317015e-10 1.736631e-09 displacement 1.982233e-05 1.982233e-05 1.982233e-09 fluid pressure 4.397501e-03 4.397501e-03 4.397501e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 983.077 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.191895e-10 1.057237e-09 0.000000e+00 energy 1.736631e-07 5.831818e-11 1.736631e-09 displacement 1.982233e-05 9.053386e-09 2.000824e-09 fluid pressure 4.397501e-03 5.751496e-05 4.546557e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 983.077 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.191895e-10 9.296492e-13 0.000000e+00 energy 1.736631e-07 4.119867e-13 1.736631e-09 displacement 1.982233e-05 3.004515e-11 2.001409e-09 fluid pressure 4.397501e-03 4.574078e-07 4.575742e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 983.077 AUTO STEPPER: increasing time step, dt = 9.45584 MUST POINT CONTROLLER: adjusting time step. dt = 6.22344 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 106 : 989.3 ===== 1 Nonlinear solution status: time= 989.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.169957e-11 4.470171e-07 0.000000e+00 energy 1.081599e-07 2.330887e-10 1.081599e-09 displacement 1.464620e-05 1.464620e-05 1.464620e-09 fluid pressure 2.533285e-03 2.533285e-03 2.533285e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 989.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.169957e-11 8.922105e-11 0.000000e+00 energy 1.081599e-07 2.159221e-11 1.081599e-09 displacement 1.464620e-05 3.190428e-09 1.474976e-09 fluid pressure 2.533285e-03 2.498529e-05 2.611856e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 989.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.169957e-11 2.367569e-13 0.000000e+00 energy 1.081599e-07 1.045759e-13 1.081599e-09 displacement 1.464620e-05 9.373682e-12 1.475273e-09 fluid pressure 2.533285e-03 1.353741e-07 2.622388e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 989.3 AUTO STEPPER: increasing time step, dt = 9.97875 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 107 : 999.279 ===== 1 Nonlinear solution status: time= 999.279 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.770800e-10 8.715287e-07 0.000000e+00 energy 2.029815e-07 2.117209e-10 2.029815e-09 displacement 3.212624e-05 3.212624e-05 3.212624e-09 fluid pressure 3.819624e-03 3.819624e-03 3.819624e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 999.279 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.770800e-10 2.164785e-10 0.000000e+00 energy 2.029815e-07 5.235959e-11 2.029815e-09 displacement 3.212624e-05 9.386172e-09 3.239991e-09 fluid pressure 3.819624e-03 3.596027e-05 3.869196e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 999.279 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.770800e-10 5.923394e-13 0.000000e+00 energy 2.029815e-07 2.825568e-13 2.029815e-09 displacement 3.212624e-05 2.249155e-11 3.240630e-09 fluid pressure 3.819624e-03 2.268995e-07 3.888603e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 999.279 AUTO STEPPER: increasing time step, dt = 12.983 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 108 : 1012.26 ===== 1 Nonlinear solution status: time= 1012.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411265e-10 1.054971e-06 0.000000e+00 energy 2.374590e-07 1.872895e-09 2.374590e-09 displacement 4.653308e-05 4.653308e-05 4.653308e-09 fluid pressure 3.300369e-03 3.300369e-03 3.300369e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1012.26 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411265e-10 1.629678e-08 0.000000e+00 energy 2.374590e-07 4.486564e-11 2.374590e-09 displacement 4.653308e-05 3.070670e-08 4.672781e-09 fluid pressure 3.300369e-03 2.655779e-05 3.281898e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1012.26 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411265e-10 2.885586e-12 0.000000e+00 energy 2.374590e-07 1.884618e-13 2.374590e-09 displacement 4.653308e-05 1.817443e-11 4.672340e-09 fluid pressure 3.300369e-03 1.265607e-07 3.297391e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1012.26 AUTO STEPPER: increasing time step, dt = 15.3864 MUST POINT CONTROLLER: adjusting time step. dt = 2.03825 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 109 : 1014.3 ===== 1 Nonlinear solution status: time= 1014.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.553023e-12 2.263241e-08 0.000000e+00 energy 4.689924e-09 3.249684e-12 4.689924e-11 displacement 1.123873e-06 1.123873e-06 1.123873e-10 fluid pressure 6.844166e-05 6.844166e-05 6.844166e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1014.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.553023e-12 5.913836e-12 0.000000e+00 energy 4.689924e-09 1.918041e-14 4.689924e-11 displacement 1.123873e-06 1.306461e-11 1.124953e-10 fluid pressure 6.844166e-05 1.233354e-07 6.845388e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1014.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.553023e-12 1.720277e-15 0.000000e+00 energy 4.689924e-09 8.622573e-18 4.689924e-11 displacement 1.123873e-06 3.111625e-15 1.124951e-10 fluid pressure 6.844166e-05 5.264609e-11 6.846276e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1014.3 AUTO STEPPER: increasing time step, dt = 6.6306 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 110 : 1020.93 ===== 1 Nonlinear solution status: time= 1020.93 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.763161e-11 1.942448e-07 0.000000e+00 energy 4.438193e-08 1.054080e-10 4.438193e-10 displacement 1.110203e-05 1.110203e-05 1.110203e-09 fluid pressure 5.336481e-04 5.336481e-04 5.336481e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1020.93 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.763161e-11 1.429106e-11 0.000000e+00 energy 4.438193e-08 1.418170e-12 4.438193e-10 displacement 1.110203e-05 6.315968e-10 1.113574e-09 fluid pressure 5.336481e-04 2.002840e-06 5.391199e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1020.93 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.763161e-11 2.312486e-14 0.000000e+00 energy 4.438193e-08 2.255370e-15 4.438193e-10 displacement 1.110203e-05 3.893227e-13 1.113569e-09 fluid pressure 5.336481e-04 3.446211e-09 5.397641e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1020.93 AUTO STEPPER: increasing time step, dt = 10.3045 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 111 : 1031.24 ===== 1 Nonlinear solution status: time= 1031.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036518e-10 3.728795e-07 0.000000e+00 energy 8.882095e-08 6.876739e-10 8.882095e-10 displacement 2.455955e-05 2.455955e-05 2.455955e-09 fluid pressure 8.520505e-04 8.520505e-04 8.520505e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1031.24 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036518e-10 5.652349e-11 0.000000e+00 energy 8.882095e-08 3.436074e-12 8.882095e-10 displacement 2.455955e-05 6.655025e-09 2.456923e-09 fluid pressure 8.520505e-04 4.049057e-06 8.430279e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1031.24 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.036518e-10 6.192850e-14 0.000000e+00 energy 8.882095e-08 7.092454e-15 8.882095e-10 displacement 2.455955e-05 1.125530e-12 2.456836e-09 fluid pressure 8.520505e-04 7.074759e-09 8.444732e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1031.24 AUTO STEPPER: increasing time step, dt = 13.2436 MUST POINT CONTROLLER: adjusting time step. dt = 8.06492 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 112 : 1039.3 ===== 1 Nonlinear solution status: time= 1039.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.537281e-11 1.944847e-07 0.000000e+00 energy 4.493571e-08 2.541499e-10 4.493571e-10 displacement 1.409574e-05 1.409574e-05 1.409574e-09 fluid pressure 3.659783e-04 3.659783e-04 3.659783e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1039.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.537281e-11 4.487669e-11 0.000000e+00 energy 4.493571e-08 7.979681e-13 4.493571e-10 displacement 1.409574e-05 7.555130e-10 1.412355e-09 fluid pressure 3.659783e-04 1.088264e-06 3.640425e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1039.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.537281e-11 3.630408e-14 0.000000e+00 energy 4.493571e-08 1.018861e-15 4.493571e-10 displacement 1.409574e-05 2.060937e-13 1.412325e-09 fluid pressure 3.659783e-04 1.397278e-09 3.644598e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1039.3 AUTO STEPPER: increasing time step, dt = 11.4519 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 113 : 1050.75 ===== 1 Nonlinear solution status: time= 1050.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013840e-10 3.400859e-07 0.000000e+00 energy 7.647568e-08 6.414408e-10 7.647568e-10 displacement 2.623664e-05 2.623664e-05 2.623664e-09 fluid pressure 4.923641e-04 4.923641e-04 4.923641e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1050.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013840e-10 7.822227e-09 0.000000e+00 energy 7.647568e-08 1.559359e-12 7.647568e-10 displacement 2.623664e-05 3.565738e-09 2.627708e-09 fluid pressure 4.923641e-04 1.598125e-06 4.964733e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1050.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.013840e-10 9.910065e-14 0.000000e+00 energy 7.647568e-08 2.252942e-15 7.647568e-10 displacement 2.623664e-05 4.882482e-13 2.627588e-09 fluid pressure 4.923641e-04 2.276329e-09 4.972063e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1050.75 AUTO STEPPER: increasing time step, dt = 14.1615 MUST POINT CONTROLLER: adjusting time step. dt = 13.5481 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 114 : 1064.3 ===== 1 Nonlinear solution status: time= 1064.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.262372e-10 3.783794e-07 0.000000e+00 energy 8.862552e-08 6.825903e-10 8.862552e-10 displacement 3.363515e-05 3.363515e-05 3.363515e-09 fluid pressure 4.552851e-04 4.552851e-04 4.552851e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1064.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.262372e-10 1.566676e-09 0.000000e+00 energy 8.862552e-08 3.714179e-12 8.862552e-10 displacement 3.363515e-05 2.225471e-08 3.359676e-09 fluid pressure 4.552851e-04 2.445069e-06 4.514735e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1064.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.262372e-10 1.249343e-12 0.000000e+00 energy 8.862552e-08 1.594505e-15 8.862552e-10 displacement 3.363515e-05 1.442858e-11 3.358971e-09 fluid pressure 4.552851e-04 2.679357e-09 4.516872e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1064.3 AUTO STEPPER: increasing time step, dt = 15.8385 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 115 : 1080.14 ===== 1 Nonlinear solution status: time= 1080.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.544626e-10 4.015549e-07 0.000000e+00 energy 1.007434e-07 1.028645e-09 1.007434e-09 displacement 4.143084e-05 4.143084e-05 4.143084e-09 fluid pressure 3.951417e-04 3.951417e-04 3.951417e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1080.14 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.544626e-10 2.293371e-10 0.000000e+00 energy 1.007434e-07 8.634444e-13 1.007434e-09 displacement 4.143084e-05 9.190034e-09 4.150127e-09 fluid pressure 3.951417e-04 1.311822e-06 3.893090e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1080.14 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.544626e-10 1.049129e-13 0.000000e+00 energy 1.007434e-07 1.454634e-15 1.007434e-09 displacement 4.143084e-05 5.974436e-13 4.149644e-09 fluid pressure 3.951417e-04 1.392693e-09 3.899906e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1080.14 AUTO STEPPER: increasing time step, dt = 17.6708 MUST POINT CONTROLLER: adjusting time step. dt = 9.16155 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 116 : 1089.3 ===== 1 Nonlinear solution status: time= 1089.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.562124e-11 1.190334e-07 0.000000e+00 energy 2.906211e-08 1.348000e-10 2.906211e-10 displacement 1.309854e-05 1.309854e-05 1.309854e-09 fluid pressure 9.783576e-05 9.783576e-05 9.783576e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1089.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.562124e-11 7.263834e-12 0.000000e+00 energy 2.906211e-08 9.406460e-14 2.906211e-10 displacement 1.309854e-05 3.615951e-10 1.311953e-09 fluid pressure 9.783576e-05 1.647429e-07 9.922071e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1089.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.562124e-11 4.676050e-14 0.000000e+00 energy 2.906211e-08 6.146028e-17 2.906211e-10 displacement 1.309854e-05 2.635864e-14 1.311924e-09 fluid pressure 9.783576e-05 9.796646e-11 9.930383e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1089.3 AUTO STEPPER: increasing time step, dt = 12.3292 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 117 : 1101.63 ===== 1 Nonlinear solution status: time= 1101.63 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.740021e-11 1.939766e-07 0.000000e+00 energy 4.742440e-08 2.069477e-10 4.742440e-10 displacement 2.201321e-05 2.201321e-05 2.201321e-09 fluid pressure 1.397706e-04 1.397706e-04 1.397706e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1101.63 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.740021e-11 1.210000e-11 0.000000e+00 energy 4.742440e-08 2.131675e-13 4.742440e-10 displacement 2.201321e-05 1.124803e-09 2.205368e-09 fluid pressure 1.397706e-04 2.269334e-07 1.419383e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1101.63 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.740021e-11 7.360343e-14 0.000000e+00 energy 4.742440e-08 1.401479e-16 4.742440e-10 displacement 2.201321e-05 7.687559e-14 2.205282e-09 fluid pressure 1.397706e-04 1.830324e-10 1.420956e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1101.63 AUTO STEPPER: increasing time step, dt = 14.8634 MUST POINT CONTROLLER: adjusting time step. dt = 12.6708 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 118 : 1114.3 ===== 1 Nonlinear solution status: time= 1114.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.562032e-11 1.854628e-07 0.000000e+00 energy 4.479282e-08 2.431671e-10 4.479282e-10 displacement 2.154255e-05 2.154255e-05 2.154255e-09 fluid pressure 1.152398e-04 1.152398e-04 1.152398e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1114.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.562032e-11 2.792192e-10 0.000000e+00 energy 4.479282e-08 1.388754e-13 4.479282e-10 displacement 2.154255e-05 1.911085e-09 2.158075e-09 fluid pressure 1.152398e-04 2.514095e-07 1.197483e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1114.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.562032e-11 7.150423e-13 0.000000e+00 energy 4.479282e-08 8.452778e-17 4.479282e-10 displacement 2.154255e-05 1.665387e-13 2.157999e-09 fluid pressure 1.152398e-04 1.146098e-10 1.198653e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1114.3 AUTO STEPPER: increasing time step, dt = 15.1366 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 119 : 1129.44 ===== 1 Nonlinear solution status: time= 1129.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009006e-10 2.449125e-07 0.000000e+00 energy 5.693006e-08 3.863641e-10 5.693006e-10 displacement 2.809057e-05 2.809057e-05 2.809057e-09 fluid pressure 1.306184e-04 1.306184e-04 1.306184e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1129.44 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009006e-10 1.813277e-10 0.000000e+00 energy 5.693006e-08 4.685429e-13 5.693006e-10 displacement 2.809057e-05 1.169006e-08 2.811786e-09 fluid pressure 1.306184e-04 5.669857e-07 1.328112e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1129.44 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009006e-10 1.168829e-13 0.000000e+00 energy 5.693006e-08 1.319772e-16 5.693006e-10 displacement 2.809057e-05 5.044152e-13 2.811566e-09 fluid pressure 1.306184e-04 1.642291e-10 1.328889e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1129.44 AUTO STEPPER: increasing time step, dt = 17.1093 MUST POINT CONTROLLER: adjusting time step. dt = 9.86339 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 120 : 1139.3 ===== 1 Nonlinear solution status: time= 1139.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.930095e-11 1.015438e-07 0.000000e+00 energy 2.179778e-08 7.266296e-11 2.179778e-10 displacement 1.123161e-05 1.123161e-05 1.123161e-09 fluid pressure 4.707445e-05 4.707445e-05 4.707445e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1139.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.930095e-11 3.763097e-12 0.000000e+00 energy 2.179778e-08 2.211562e-14 2.179778e-10 displacement 1.123161e-05 2.185196e-10 1.124796e-09 fluid pressure 4.707445e-05 4.413629e-08 4.785642e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1139.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.930095e-11 5.302105e-14 0.000000e+00 energy 2.179778e-08 9.081666e-18 2.179778e-10 displacement 1.123161e-05 8.271959e-15 1.124777e-09 fluid pressure 4.707445e-05 1.804647e-11 4.788338e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1139.3 AUTO STEPPER: increasing time step, dt = 12.8907 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 121 : 1152.19 ===== 1 Nonlinear solution status: time= 1152.19 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.365012e-11 1.629632e-07 0.000000e+00 energy 3.428570e-08 1.201910e-10 3.428570e-10 displacement 1.775041e-05 1.775041e-05 1.775041e-09 fluid pressure 6.742786e-05 6.742786e-05 6.742786e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1152.19 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.365012e-11 3.483794e-11 0.000000e+00 energy 3.428570e-08 3.879210e-14 3.428570e-10 displacement 1.775041e-05 7.199880e-10 1.778422e-09 fluid pressure 6.742786e-05 7.470404e-08 6.857128e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1152.19 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.365012e-11 1.028587e-13 0.000000e+00 energy 3.428570e-08 2.287013e-17 3.428570e-10 displacement 1.775041e-05 2.241717e-14 1.778370e-09 fluid pressure 6.742786e-05 3.987161e-11 6.862544e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1152.19 AUTO STEPPER: increasing time step, dt = 15.3126 MUST POINT CONTROLLER: adjusting time step. dt = 12.1093 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 122 : 1164.3 ===== 1 Nonlinear solution status: time= 1164.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.263938e-11 1.285980e-07 0.000000e+00 energy 2.766254e-08 1.045858e-10 2.766254e-10 displacement 1.457796e-05 1.457796e-05 1.457796e-09 fluid pressure 5.051885e-05 5.051885e-05 5.051885e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1164.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.263938e-11 7.936640e-12 0.000000e+00 energy 2.766254e-08 2.270100e-15 2.766254e-10 displacement 1.457796e-05 6.492834e-10 1.459895e-09 fluid pressure 5.051885e-05 6.127226e-08 5.135133e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1164.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.263938e-11 8.494390e-14 0.000000e+00 energy 2.766254e-08 1.090380e-17 2.766254e-10 displacement 1.457796e-05 1.552012e-14 1.459863e-09 fluid pressure 5.051885e-05 2.080373e-11 5.138198e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1164.3 AUTO STEPPER: increasing time step, dt = 14.6874 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 123 : 1178.99 ===== 1 Nonlinear solution status: time= 1178.99 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.277449e-11 1.753015e-07 0.000000e+00 energy 3.710525e-08 1.051421e-10 3.710525e-10 displacement 1.965531e-05 1.965531e-05 1.965531e-09 fluid pressure 6.299202e-05 6.299202e-05 6.299202e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1178.99 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.277449e-11 2.707136e-11 0.000000e+00 energy 3.710525e-08 1.262929e-13 3.710525e-10 displacement 1.965531e-05 4.323009e-10 1.969622e-09 fluid pressure 6.299202e-05 7.134447e-08 6.514593e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1178.99 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.277449e-11 2.592799e-13 0.000000e+00 energy 3.710525e-08 2.135423e-17 3.710525e-10 displacement 1.965531e-05 6.439908e-14 1.969562e-09 fluid pressure 6.299202e-05 6.654580e-11 6.523363e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1178.99 AUTO STEPPER: increasing time step, dt = 18.9531 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 124 : 1197.94 ===== 1 Nonlinear solution status: time= 1197.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.128301e-10 2.647324e-07 0.000000e+00 energy 5.553567e-08 2.694588e-10 5.553567e-10 displacement 2.932034e-05 2.932034e-05 2.932034e-09 fluid pressure 8.725999e-05 8.725999e-05 8.725999e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1197.94 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.128301e-10 3.424127e-11 0.000000e+00 energy 5.553567e-08 1.335779e-14 5.553567e-10 displacement 2.932034e-05 1.619569e-09 2.940043e-09 fluid pressure 8.725999e-05 8.690172e-08 8.940584e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1197.94 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.128301e-10 2.095069e-13 0.000000e+00 energy 5.553567e-08 5.100486e-17 5.553567e-10 displacement 2.932034e-05 8.183677e-14 2.939927e-09 fluid pressure 8.725999e-05 8.452323e-11 8.951031e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1197.94 AUTO STEPPER: increasing time step, dt = 25.2085 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 125 : 1223.15 ===== 1 Nonlinear solution status: time= 1223.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818864e-10 4.137738e-07 0.000000e+00 energy 8.583218e-08 3.619903e-10 8.583218e-10 displacement 4.499051e-05 4.499051e-05 4.499051e-09 fluid pressure 1.225627e-04 1.225627e-04 1.225627e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1223.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818864e-10 1.605315e-11 0.000000e+00 energy 8.583218e-08 2.339629e-13 8.583218e-10 displacement 4.499051e-05 1.800123e-09 4.515909e-09 fluid pressure 1.225627e-04 1.269304e-07 1.267779e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1223.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.818864e-10 3.217203e-13 0.000000e+00 energy 8.583218e-08 1.086404e-16 8.583218e-10 displacement 4.499051e-05 1.423030e-13 4.515677e-09 fluid pressure 1.225627e-04 1.442300e-10 1.269459e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1223.15 AUTO STEPPER: increasing time step, dt = 33.9942 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 126 : 1257.14 ===== 1 Nonlinear solution status: time= 1257.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.932844e-10 6.565715e-07 0.000000e+00 energy 1.317373e-07 1.200375e-09 1.317373e-09 displacement 6.805473e-05 6.805473e-05 6.805473e-09 fluid pressure 1.713651e-04 1.713651e-04 1.713651e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1257.14 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.932844e-10 7.401733e-09 0.000000e+00 energy 1.317373e-07 2.317613e-13 1.317373e-09 displacement 6.805473e-05 9.863949e-09 6.838576e-09 fluid pressure 1.713651e-04 2.319678e-07 1.737431e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1257.14 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.932844e-10 5.148948e-13 0.000000e+00 energy 1.317373e-07 1.360324e-16 1.317373e-09 displacement 6.805473e-05 6.028409e-13 6.837576e-09 fluid pressure 1.713651e-04 2.969121e-10 1.740243e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1257.14 AUTO STEPPER: increasing time step, dt = 46.1218 MUST POINT CONTROLLER: adjusting time step. dt = 7.15682 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 127 : 1264.3 ===== 1 Nonlinear solution status: time= 1264.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157615e-11 2.554832e-08 0.000000e+00 energy 5.133207e-09 8.414124e-12 5.133207e-11 displacement 2.910930e-06 2.910930e-06 2.910930e-10 fluid pressure 6.757951e-06 6.757951e-06 6.757951e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1264.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157615e-11 9.160165e-13 0.000000e+00 energy 5.133207e-09 8.241275e-16 5.133207e-11 displacement 2.910930e-06 5.893690e-11 2.912845e-10 fluid pressure 6.757951e-06 5.921003e-09 6.898852e-10 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1264.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157615e-11 1.893923e-14 0.000000e+00 energy 5.133207e-09 5.628571e-20 5.133207e-11 displacement 2.910930e-06 5.157750e-16 2.912832e-10 fluid pressure 6.757951e-06 2.751053e-13 6.899709e-10 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1264.3 AUTO STEPPER: increasing time step, dt = 25.7255 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 128 : 1290.03 ===== 1 Nonlinear solution status: time= 1290.03 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381237e-10 2.940081e-07 0.000000e+00 energy 6.056065e-08 2.975183e-10 6.056065e-10 displacement 3.272429e-05 3.272429e-05 3.272429e-09 fluid pressure 7.424739e-05 7.424739e-05 7.424739e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1290.03 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381237e-10 4.306414e-11 0.000000e+00 energy 6.056065e-08 1.541608e-14 6.056065e-10 displacement 3.272429e-05 2.839092e-09 3.283754e-09 fluid pressure 7.424739e-05 8.156846e-08 7.661747e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1290.03 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.381237e-10 2.439981e-13 0.000000e+00 energy 6.056065e-08 3.401330e-17 6.056065e-10 displacement 3.272429e-05 6.868237e-14 3.283646e-09 fluid pressure 7.424739e-05 6.039265e-11 7.670133e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1290.03 AUTO STEPPER: increasing time step, dt = 40.5804 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 129 : 1330.61 ===== 1 Nonlinear solution status: time= 1330.61 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.054995e-10 6.414926e-07 0.000000e+00 energy 1.262630e-07 6.587796e-10 1.262630e-09 displacement 6.621221e-05 6.621221e-05 6.621221e-09 fluid pressure 1.417810e-04 1.417810e-04 1.417810e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1330.61 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.054995e-10 7.200513e-08 0.000000e+00 energy 1.262630e-07 4.060038e-14 1.262630e-09 displacement 6.621221e-05 5.889327e-09 6.657359e-09 fluid pressure 1.417810e-04 2.367109e-07 1.483243e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1330.61 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.054995e-10 2.209983e-12 0.000000e+00 energy 1.262630e-07 9.407927e-17 1.262630e-09 displacement 6.621221e-05 2.696698e-13 6.657002e-09 fluid pressure 1.417810e-04 1.022863e-10 1.484731e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1330.61 AUTO STEPPER: increasing time step, dt = 52.4643 MUST POINT CONTROLLER: adjusting time step. dt = 33.6942 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 130 : 1364.3 ===== 1 Nonlinear solution status: time= 1364.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.775473e-10 4.797202e-07 0.000000e+00 energy 7.185293e-08 2.493195e-10 7.185293e-10 displacement 3.865433e-05 3.865433e-05 3.865433e-09 fluid pressure 7.945455e-05 7.945455e-05 7.945455e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1364.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.775473e-10 1.107798e-11 0.000000e+00 energy 7.185293e-08 3.937246e-14 7.185293e-10 displacement 3.865433e-05 1.350144e-09 3.877269e-09 fluid pressure 7.945455e-05 5.683583e-08 8.156786e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1364.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.775473e-10 6.375617e-13 0.000000e+00 energy 7.185293e-08 1.181502e-17 7.185293e-10 displacement 3.865433e-05 6.016846e-14 3.877078e-09 fluid pressure 7.945455e-05 2.177106e-11 8.161667e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1364.3 AUTO STEPPER: increasing time step, dt = 46.9553 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 131 : 1411.26 ===== 1 Nonlinear solution status: time= 1411.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929606e-10 8.330761e-07 0.000000e+00 energy 1.144390e-07 5.343439e-10 1.144390e-09 displacement 5.980100e-05 5.980100e-05 5.980100e-09 fluid pressure 1.156958e-04 1.156958e-04 1.156958e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1411.26 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929606e-10 1.941306e-09 0.000000e+00 energy 1.144390e-07 1.118772e-13 1.144390e-09 displacement 5.980100e-05 2.197659e-09 6.003388e-09 fluid pressure 1.156958e-04 1.128028e-07 1.197522e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1411.26 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.929606e-10 9.556773e-12 0.000000e+00 energy 1.144390e-07 1.355984e-17 1.144390e-09 displacement 5.980100e-05 1.917110e-12 6.002934e-09 fluid pressure 1.156958e-04 7.319542e-11 1.198694e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1411.26 AUTO STEPPER: increasing time step, dt = 57.5643 MUST POINT CONTROLLER: adjusting time step. dt = 53.0447 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 132 : 1464.3 ===== 1 Nonlinear solution status: time= 1464.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.121177e-10 8.216094e-07 0.000000e+00 energy 1.148033e-07 5.030652e-10 1.148033e-09 displacement 5.950474e-05 5.950474e-05 5.950474e-09 fluid pressure 1.107879e-04 1.107879e-04 1.107879e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1464.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.121177e-10 4.166192e-11 0.000000e+00 energy 1.148033e-07 2.535797e-14 1.148033e-09 displacement 5.950474e-05 3.940707e-09 5.973212e-09 fluid pressure 1.107879e-04 9.279985e-08 1.142336e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1464.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.121177e-10 1.166530e-12 0.000000e+00 energy 1.148033e-07 1.883002e-17 1.148033e-09 displacement 5.950474e-05 1.114764e-13 5.972915e-09 fluid pressure 1.107879e-04 2.390747e-11 1.142949e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1464.3 AUTO STEPPER: increasing time step, dt = 62.4357 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 133 : 1526.74 ===== 1 Nonlinear solution status: time= 1526.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337793e-10 9.020367e-07 0.000000e+00 energy 1.212134e-07 6.408743e-10 1.212134e-09 displacement 6.211666e-05 6.211666e-05 6.211666e-09 fluid pressure 1.096398e-04 1.096398e-04 1.096398e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1526.74 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337793e-10 1.260049e-10 0.000000e+00 energy 1.212134e-07 4.322829e-13 1.212134e-09 displacement 6.211666e-05 9.437080e-09 6.235918e-09 fluid pressure 1.096398e-04 9.792222e-08 1.129495e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1526.74 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.337793e-10 1.830092e-12 0.000000e+00 energy 1.212134e-07 2.337290e-17 1.212134e-09 displacement 6.211666e-05 3.651550e-13 6.235475e-09 fluid pressure 1.096398e-04 1.275440e-11 1.129891e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1526.74 AUTO STEPPER: increasing time step, dt = 69.9486 MUST POINT CONTROLLER: adjusting time step. dt = 37.5643 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 134 : 1564.3 ===== 1 Nonlinear solution status: time= 1564.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.381870e-11 2.730881e-07 0.000000e+00 energy 3.474176e-08 8.394779e-11 3.474176e-10 displacement 1.895943e-05 1.895943e-05 1.895943e-09 fluid pressure 3.225144e-05 3.225144e-05 3.225144e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1564.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.381870e-11 2.229797e-11 0.000000e+00 energy 3.474176e-08 6.045188e-15 3.474176e-10 displacement 1.895943e-05 2.212825e-10 1.899390e-09 fluid pressure 3.225144e-05 2.022982e-08 3.321037e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1564.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.381870e-11 4.558260e-13 0.000000e+00 energy 3.474176e-08 3.101747e-19 3.474176e-10 displacement 1.895943e-05 1.772119e-14 1.899344e-09 fluid pressure 3.225144e-05 1.163697e-12 3.321727e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1564.3 AUTO STEPPER: increasing time step, dt = 50.0514 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 135 : 1614.35 ===== 1 Nonlinear solution status: time= 1614.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.388890e-10 3.935904e-07 0.000000e+00 energy 5.046200e-08 1.121840e-10 5.046200e-10 displacement 2.688253e-05 2.688253e-05 2.688253e-09 fluid pressure 4.503179e-05 4.503179e-05 4.503179e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1614.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.388890e-10 7.632358e-12 0.000000e+00 energy 5.046200e-08 1.291443e-14 5.046200e-10 displacement 2.688253e-05 3.237964e-10 2.694774e-09 fluid pressure 4.503179e-05 1.990467e-08 4.613962e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1614.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.388890e-10 7.237314e-13 0.000000e+00 energy 5.046200e-08 5.457597e-19 5.046200e-10 displacement 2.688253e-05 3.212536e-14 2.694691e-09 fluid pressure 4.503179e-05 1.969496e-12 4.615071e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1614.35 AUTO STEPPER: increasing time step, dt = 60.0411 MUST POINT CONTROLLER: adjusting time step. dt = 49.9486 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 136 : 1664.3 ===== 1 Nonlinear solution status: time= 1664.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117591e-10 3.262330e-07 0.000000e+00 energy 4.019017e-08 7.849420e-11 4.019017e-10 displacement 2.146843e-05 2.146843e-05 2.146843e-09 fluid pressure 3.495010e-05 3.495010e-05 3.495010e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1664.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117591e-10 5.184203e-12 0.000000e+00 energy 4.019017e-08 6.772965e-15 4.019017e-10 displacement 2.146843e-05 2.048652e-10 2.151409e-09 fluid pressure 3.495010e-05 1.244798e-08 3.571686e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1664.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117591e-10 6.188427e-13 0.000000e+00 energy 4.019017e-08 1.758318e-19 4.019017e-10 displacement 2.146843e-05 2.461942e-14 2.151353e-09 fluid pressure 3.495010e-05 9.186322e-13 3.572320e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1664.3 AUTO STEPPER: increasing time step, dt = 59.9589 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 137 : 1724.26 ===== 1 Nonlinear solution status: time= 1724.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.295586e-10 3.759971e-07 0.000000e+00 energy 4.548009e-08 9.511688e-11 4.548009e-10 displacement 2.385160e-05 2.385160e-05 2.385160e-09 fluid pressure 3.805746e-05 3.805746e-05 3.805746e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1724.26 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.295586e-10 3.379082e-11 0.000000e+00 energy 4.548009e-08 7.553797e-15 4.548009e-10 displacement 2.385160e-05 2.364761e-10 2.390716e-09 fluid pressure 3.805746e-05 1.181782e-08 3.883253e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1724.26 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.295586e-10 7.986612e-13 0.000000e+00 energy 4.548009e-08 7.348262e-20 4.548009e-10 displacement 2.385160e-05 3.263127e-14 2.390649e-09 fluid pressure 3.805746e-05 8.269378e-13 3.883882e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1724.26 AUTO STEPPER: increasing time step, dt = 67.9671 MUST POINT CONTROLLER: adjusting time step. dt = 40.0411 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 138 : 1764.3 ===== 1 Nonlinear solution status: time= 1764.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.532989e-11 1.471036e-07 0.000000e+00 energy 1.627224e-08 2.611424e-11 1.627224e-10 displacement 8.930131e-06 8.930131e-06 8.930131e-10 fluid pressure 1.401632e-05 1.401632e-05 1.401632e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1764.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.532989e-11 7.140154e-11 0.000000e+00 energy 1.627224e-08 1.030974e-15 1.627224e-10 displacement 8.930131e-06 4.313978e-11 8.943297e-10 fluid pressure 1.401632e-05 3.364090e-09 1.426977e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1764.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.532989e-11 3.480961e-13 0.000000e+00 energy 1.627224e-08 1.116259e-20 1.627224e-10 displacement 8.930131e-06 1.178702e-14 8.943156e-10 fluid pressure 1.401632e-05 1.562673e-13 1.427109e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1764.3 AUTO STEPPER: increasing time step, dt = 52.0329 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 139 : 1816.33 ===== 1 Nonlinear solution status: time= 1816.33 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.354601e-11 2.202671e-07 0.000000e+00 energy 2.245334e-08 3.301793e-11 2.245334e-10 displacement 1.204927e-05 1.204927e-05 1.204927e-09 fluid pressure 1.869278e-05 1.869278e-05 1.869278e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1816.33 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.354601e-11 3.944645e-12 0.000000e+00 energy 2.245334e-08 1.341093e-15 2.245334e-10 displacement 1.204927e-05 6.200194e-11 1.206785e-09 fluid pressure 1.869278e-05 3.698863e-09 1.899859e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1816.33 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.354601e-11 5.412133e-13 0.000000e+00 energy 2.245334e-08 3.248316e-20 2.245334e-10 displacement 1.204927e-05 1.861873e-14 1.206763e-09 fluid pressure 1.869278e-05 1.508440e-13 1.899988e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1816.33 AUTO STEPPER: increasing time step, dt = 55.8485 MUST POINT CONTROLLER: adjusting time step. dt = 12.2671 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 140 : 1828.6 ===== 1 Nonlinear solution status: time= 1828.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.353586e-12 1.168906e-08 0.000000e+00 energy 1.082889e-09 3.952557e-13 1.082889e-11 displacement 6.346082e-07 6.346082e-07 6.346082e-11 fluid pressure 9.743434e-07 9.743434e-07 9.743434e-11 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1828.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.353586e-12 6.419907e-14 0.000000e+00 energy 1.082889e-09 9.932278e-22 1.082889e-11 displacement 6.346082e-07 3.017294e-13 6.348203e-11 fluid pressure 9.743434e-07 1.014177e-10 9.860676e-11 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1828.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.353586e-12 1.796466e-14 0.000000e+00 energy 1.082889e-09 1.419666e-23 1.082889e-11 displacement 6.346082e-07 4.962263e-16 6.348167e-11 fluid pressure 9.743434e-07 1.637018e-14 9.860590e-11 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1828.6 AUTO STEPPER: increasing time step, dt = 22.6737 MUST POINT CONTROLLER: adjusting time step. dt = 14.3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1842.9 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 0 * * jacobian = -0.155628 * * * ************************************************************************* ------- failed to converge at time : 1842.9 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 13 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1841.6 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 0 * * jacobian = -0.0954241 * * * ************************************************************************* ------- failed to converge at time : 1841.6 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 11.7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1840.3 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 0 * * jacobian = -0.0334857 * * * ************************************************************************* ------- failed to converge at time : 1840.3 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 10.4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1839 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.446746 * * * ************************************************************************* ------- failed to converge at time : 1839 Retrying time step. Retry attempt 4 of max 10 AUTO STEPPER: retry step, dt = 9.1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1837.7 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.359981 * * * ************************************************************************* ------- failed to converge at time : 1837.7 Retrying time step. Retry attempt 5 of max 10 AUTO STEPPER: retry step, dt = 7.8 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1836.4 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.267883 * * * ************************************************************************* ------- failed to converge at time : 1836.4 Retrying time step. Retry attempt 6 of max 10 AUTO STEPPER: retry step, dt = 6.5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1835.1 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.16918 * * * ************************************************************************* ------- failed to converge at time : 1835.1 Retrying time step. Retry attempt 7 of max 10 AUTO STEPPER: retry step, dt = 5.2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1833.8 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 43 at gauss point 1 * * jacobian = -0.0619848 * * * ************************************************************************* ------- failed to converge at time : 1833.8 Retrying time step. Retry attempt 8 of max 10 AUTO STEPPER: retry step, dt = 3.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1832.5 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 44 at gauss point 0 * * jacobian = -0.0249946 * * * ************************************************************************* ------- failed to converge at time : 1832.5 Retrying time step. Retry attempt 9 of max 10 AUTO STEPPER: retry step, dt = 2.6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 141 : 1831.2 ===== 1 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 3.958448e-01 0.000000e+00 energy 7.147326e-01 6.708374e-03 7.147326e-03 displacement 3.161036e-03 3.161036e-03 3.161036e-07 fluid pressure 1.092841e+03 1.092841e+03 1.092841e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 3.419053e-02 0.000000e+00 energy 7.147326e-01 8.401656e-05 7.147326e-03 displacement 3.161036e-03 1.816966e-03 4.644624e-07 fluid pressure 1.092841e+03 2.110303e+02 2.002814e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 8.856851e-03 0.000000e+00 energy 7.147326e-01 1.403695e-04 7.147326e-03 displacement 3.161036e-03 2.070884e-04 4.059103e-07 fluid pressure 1.092841e+03 1.731838e+01 1.845816e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 4.644962e-04 0.000000e+00 energy 7.147326e-01 2.551021e-05 7.147326e-03 displacement 3.161036e-03 5.795665e-05 4.003874e-07 fluid pressure 1.092841e+03 1.277943e+00 1.924122e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 5 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 1.535655e-04 0.000000e+00 energy 7.147326e-01 7.230915e-06 7.147326e-03 displacement 3.161036e-03 4.731616e-05 3.698129e-07 fluid pressure 1.092841e+03 5.770163e-01 1.886620e-01 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 6 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 1.657404e-04 0.000000e+00 energy 7.147326e-01 6.781612e-06 7.147326e-03 displacement 3.161036e-03 3.702080e-05 3.541528e-07 fluid pressure 1.092841e+03 1.114818e-01 1.893824e-01 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 7 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 1.455706e-04 0.000000e+00 energy 7.147326e-01 5.963100e-06 7.147326e-03 displacement 3.161036e-03 1.162379e-04 3.420137e-07 fluid pressure 1.092841e+03 6.636297e-01 1.868361e-01 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 8 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 2.497776e-05 0.000000e+00 energy 7.147326e-01 8.341024e-07 7.147326e-03 displacement 3.161036e-03 3.486091e-05 3.407477e-07 fluid pressure 1.092841e+03 2.319001e-01 1.883884e-01 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 9 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 8.673035e-07 0.000000e+00 energy 7.147326e-01 2.202401e-07 7.147326e-03 displacement 3.161036e-03 4.792933e-06 3.390653e-07 fluid pressure 1.092841e+03 3.303298e-02 1.891058e-01 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 10 Nonlinear solution status: time= 1831.2 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.681810e+02 3.559355e-08 0.000000e+00 energy 7.147326e-01 5.991079e-09 7.147326e-03 displacement 3.161036e-03 2.332001e-07 3.381046e-07 fluid pressure 1.092841e+03 1.494484e-03 1.891670e-01 convergence summary number of iterations : 10 number of reformations : 10 ------- converged at time : 1831.2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 142 : 1833.8 ===== 1 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 4.846833e-01 0.000000e+00 energy 8.045065e-01 6.728398e-03 8.045065e-03 displacement 2.742833e-03 2.742833e-03 2.742833e-07 fluid pressure 1.776415e+02 1.776415e+02 1.776415e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 5.479951e-03 0.000000e+00 energy 8.045065e-01 5.226342e-05 8.045065e-03 displacement 2.742833e-03 1.089899e-04 2.891088e-07 fluid pressure 1.776415e+02 2.061247e+01 3.132205e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 5.161525e-03 0.000000e+00 energy 8.045065e-01 3.742258e-06 8.045065e-03 displacement 2.742833e-03 3.725403e-05 2.929597e-07 fluid pressure 1.776415e+02 1.066011e+00 3.458477e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 7.653688e-04 0.000000e+00 energy 8.045065e-01 7.682104e-05 8.045065e-03 displacement 2.742833e-03 5.342670e-04 2.342565e-07 fluid pressure 1.776415e+02 2.133764e+02 3.805482e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 0.489599 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 3.621668e-04 0.000000e+00 energy 8.045065e-01 8.034366e-05 8.045065e-03 displacement 2.742833e-03 1.433785e-04 2.498638e-07 fluid pressure 1.776415e+02 6.788558e+01 1.718144e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 6 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 8.377871e-05 0.000000e+00 energy 8.045065e-01 1.994289e-05 8.045065e-03 displacement 2.742833e-03 1.431905e-04 2.903222e-07 fluid pressure 1.776415e+02 7.353764e+01 3.617137e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 7 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 2.230707e-06 0.000000e+00 energy 8.045065e-01 1.837904e-07 8.045065e-03 displacement 2.742833e-03 6.892421e-06 2.873548e-07 fluid pressure 1.776415e+02 1.802182e-01 3.551104e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 8 Nonlinear solution status: time= 1833.8 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.398627e+02 7.811396e-08 0.000000e+00 energy 8.045065e-01 1.203146e-08 8.045065e-03 displacement 2.742833e-03 1.595147e-07 2.873324e-07 fluid pressure 1.776415e+02 5.536085e-03 3.548239e-02 convergence summary number of iterations : 8 number of reformations : 8 ------- converged at time : 1833.8 AUTO STEPPER: increasing time step, dt = 7.73662 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 143 : 1841.54 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 45 at gauss point 0 * * jacobian = -0.0459751 * * * ************************************************************************* ------- failed to converge at time : 1841.54 Retrying time step. Retry attempt 1 of max 10 AUTO STEPPER: retry step, dt = 7.0333 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 143 : 1840.83 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 45 at gauss point 0 * * jacobian = -0.0200053 * * * ************************************************************************* ------- failed to converge at time : 1840.83 Retrying time step. Retry attempt 2 of max 10 AUTO STEPPER: retry step, dt = 6.32997 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 143 : 1840.13 ===== 1 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 45 at gauss point 4 * * jacobian = -1.40282e-05 * * * ************************************************************************* ------- failed to converge at time : 1840.13 Retrying time step. Retry attempt 3 of max 10 AUTO STEPPER: retry step, dt = 5.62664 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 143 : 1839.43 ===== 1 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 3.662675e-02 0.000000e+00 energy 4.089343e+00 8.885847e-04 4.089343e-02 displacement 1.176679e-02 1.176679e-02 1.176679e-06 fluid pressure 8.486197e+01 8.486197e+01 8.486197e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 2 step from line search = 0.068413 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 3.654927e-02 0.000000e+00 energy 4.089343e+00 1.078068e-05 4.089343e-02 displacement 1.176679e-02 1.243334e-06 1.174396e-06 fluid pressure 8.486197e+01 2.357704e-01 7.813683e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 1.589289e-03 0.000000e+00 energy 4.089343e+00 1.064631e-03 4.089343e-02 displacement 1.176679e-02 8.280589e-05 1.199690e-06 fluid pressure 8.486197e+01 8.148855e+01 2.133820e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 2.113370e-04 0.000000e+00 energy 4.089343e+00 1.061308e-05 4.089343e-02 displacement 1.176679e-02 2.344125e-05 1.196861e-06 fluid pressure 8.486197e+01 6.217701e+01 1.629384e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 3.775330e-05 0.000000e+00 energy 4.089343e+00 8.265241e-07 4.089343e-02 displacement 1.176679e-02 7.353300e-06 1.196838e-06 fluid pressure 8.486197e+01 7.194105e-01 1.812401e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 6 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 5.254093e-05 0.000000e+00 energy 4.089343e+00 7.077095e-08 4.089343e-02 displacement 1.176679e-02 6.421314e-06 1.198648e-06 fluid pressure 8.486197e+01 2.654135e-02 1.847206e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 7 Nonlinear solution status: time= 1839.43 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.889948e+03 6.153001e-07 0.000000e+00 energy 4.089343e+00 4.951728e-08 4.089343e-02 displacement 1.176679e-02 2.799559e-07 1.198294e-06 fluid pressure 8.486197e+01 1.315354e-03 1.854765e-02 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 1839.43 AUTO STEPPER: increasing time step, dt = 9.6909 MUST POINT CONTROLLER: adjusting time step. dt = 3.47336 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 144 : 1842.9 ===== 1 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 5.635726e-03 0.000000e+00 energy 1.266674e+00 1.871786e-04 1.266674e-02 displacement 4.628083e-03 4.628083e-03 4.628083e-07 fluid pressure 1.613141e+01 1.613141e+01 1.613141e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 2.152705e-04 0.000000e+00 energy 1.266674e+00 2.273676e-05 1.266674e-02 displacement 4.628083e-03 4.059229e-05 4.736087e-07 fluid pressure 1.613141e+01 9.708605e+00 2.379748e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 2.710131e-06 0.000000e+00 energy 1.266674e+00 1.369835e-06 1.266674e-02 displacement 4.628083e-03 3.827648e-06 4.676517e-07 fluid pressure 1.613141e+01 2.130173e+00 3.374418e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 3.105206e-07 0.000000e+00 energy 1.266674e+00 2.706508e-07 1.266674e-02 displacement 4.628083e-03 2.721469e-07 4.665472e-07 fluid pressure 1.613141e+01 5.440816e-02 3.307349e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 6.531276e-08 0.000000e+00 energy 1.266674e+00 6.222649e-08 1.266674e-02 displacement 4.628083e-03 6.213056e-08 4.662397e-07 fluid pressure 1.613141e+01 1.466368e-02 3.280280e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 6 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 2.023992e-08 0.000000e+00 energy 1.266674e+00 1.729358e-08 1.266674e-02 displacement 4.628083e-03 1.912361e-08 4.660171e-07 fluid pressure 1.613141e+01 4.353754e-03 3.262776e-03 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 7 Nonlinear solution status: time= 1842.9 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.033047e+03 6.486908e-09 0.000000e+00 energy 1.266674e+00 5.401412e-09 1.266674e-02 displacement 4.628083e-03 6.129889e-09 4.658968e-07 fluid pressure 1.613141e+01 1.348107e-03 3.253733e-03 convergence summary number of iterations : 7 number of reformations : 7 ------- converged at time : 1842.9 AUTO STEPPER: increasing time step, dt = 5.58703 MUST POINT CONTROLLER: adjusting time step. dt = 1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 145 : 1843.9 ===== 1 Nonlinear solution status: time= 1843.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.823450e-09 8.727337e-04 0.000000e+00 energy 2.907778e-04 3.023879e-06 2.907778e-06 displacement 1.573489e-04 1.573489e-04 1.573489e-08 fluid pressure 1.677732e+03 1.677732e+03 1.677732e-01 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1843.9 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.029127 convergence norms : INITIAL CURRENT REQUIRED residual 6.823450e-09 1.219466e-03 0.000000e+00 energy 2.907778e-04 4.331975e-07 2.907778e-06 displacement 1.573489e-04 7.315754e-08 1.571931e-08 fluid pressure 1.677732e+03 1.835328e-03 1.677589e-01 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1843.9 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.823450e-09 4.317896e-06 0.000000e+00 energy 2.907778e-04 3.171056e-09 2.907778e-06 displacement 1.573489e-04 1.133253e-06 1.580021e-08 fluid pressure 1.677732e+03 2.031438e+00 1.566966e-01 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 1843.9 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.823450e-09 3.016695e-07 0.000000e+00 energy 2.907778e-04 2.154226e-08 2.907778e-06 displacement 1.573489e-04 2.533377e-08 1.563056e-08 fluid pressure 1.677732e+03 9.394639e-03 1.562089e-01 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 5 Nonlinear solution status: time= 1843.9 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.823450e-09 3.306528e-08 0.000000e+00 energy 2.907778e-04 1.716655e-09 2.907778e-06 displacement 1.573489e-04 8.666105e-09 1.560278e-08 fluid pressure 1.677732e+03 1.316568e-04 1.562166e-01 convergence summary number of iterations : 5 number of reformations : 5 ------- converged at time : 1843.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 146 : 1844.9 ===== 1 Nonlinear solution status: time= 1844.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.332187e-08 8.714449e-05 0.000000e+00 energy 5.884259e-05 1.454893e-06 5.884259e-07 displacement 8.835034e-05 8.835034e-05 8.835034e-09 fluid pressure 2.987790e+02 2.987790e+02 2.987790e-02 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1844.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.332187e-08 1.237952e-06 0.000000e+00 energy 5.884259e-05 7.224597e-10 5.884259e-07 displacement 8.835034e-05 3.253562e-07 8.877733e-09 fluid pressure 2.987790e+02 1.508071e-01 2.881983e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1844.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.332187e-08 4.502320e-09 0.000000e+00 energy 5.884259e-05 7.867243e-11 5.884259e-07 displacement 8.835034e-05 4.313294e-09 8.858981e-09 fluid pressure 2.987790e+02 1.698878e-03 2.872317e-02 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1844.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 147 : 1845.9 ===== 1 Nonlinear solution status: time= 1845.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.714943e-09 4.096646e-05 0.000000e+00 energy 1.905599e-05 5.431536e-08 1.905599e-07 displacement 5.817760e-05 5.817760e-05 5.817760e-09 fluid pressure 7.064777e+01 7.064777e+01 7.064777e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1845.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.714943e-09 7.911080e-06 0.000000e+00 energy 1.905599e-05 5.199105e-08 1.905599e-07 displacement 5.817760e-05 4.400356e-07 6.088453e-09 fluid pressure 7.064777e+01 4.358212e-02 6.847426e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1845.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.714943e-09 1.257140e-08 0.000000e+00 energy 1.905599e-05 1.646827e-12 1.905599e-07 displacement 5.817760e-05 8.901256e-09 6.105431e-09 fluid pressure 7.064777e+01 3.886401e-04 6.820600e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 1845.9 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.714943e-09 2.432981e-12 0.000000e+00 energy 1.905599e-05 1.098480e-13 1.905599e-07 displacement 5.817760e-05 5.979282e-12 6.103575e-09 fluid pressure 7.064777e+01 1.164966e-06 6.819882e-03 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 1845.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 148 : 1846.9 ===== 1 Nonlinear solution status: time= 1846.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810716e-10 1.461328e-05 0.000000e+00 energy 8.162826e-06 2.217496e-07 8.162826e-08 displacement 4.477649e-05 4.477649e-05 4.477649e-09 fluid pressure 1.938843e+01 1.938843e+01 1.938843e-03 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1846.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810716e-10 2.624322e-08 0.000000e+00 energy 8.162826e-06 2.544691e-10 8.162826e-08 displacement 4.477649e-05 2.908726e-08 4.538159e-09 fluid pressure 1.938843e+01 6.801910e-03 1.890913e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1846.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810716e-10 1.840095e-10 0.000000e+00 energy 8.162826e-06 1.869098e-12 8.162826e-08 displacement 4.477649e-05 1.939986e-10 4.532067e-09 fluid pressure 1.938843e+01 2.280311e-05 1.888577e-03 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1846.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 149 : 1847.9 ===== 1 Nonlinear solution status: time= 1847.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.301340e-10 1.582234e-05 0.000000e+00 energy 4.548798e-06 1.543410e-08 4.548798e-08 displacement 3.397297e-05 3.397297e-05 3.397297e-09 fluid pressure 6.640042e+00 6.640042e+00 6.640042e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1847.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.301340e-10 1.684299e-07 0.000000e+00 energy 4.548798e-06 4.804810e-09 4.548798e-08 displacement 3.397297e-05 4.680204e-08 3.424093e-09 fluid pressure 6.640042e+00 1.348862e-03 6.556057e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1847.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.301340e-10 3.655171e-09 0.000000e+00 energy 4.548798e-06 2.079731e-12 4.548798e-08 displacement 3.397297e-05 2.301562e-09 3.413642e-09 fluid pressure 6.640042e+00 1.735267e-05 6.569919e-04 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1847.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 150 : 1848.9 ===== 1 Nonlinear solution status: time= 1848.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.775892e-09 1.484731e-05 0.000000e+00 energy 2.890282e-06 1.181717e-07 2.890282e-08 displacement 2.602809e-05 2.602809e-05 2.602809e-09 fluid pressure 2.802222e+00 2.802222e+00 2.802222e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1848.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.775892e-09 4.456025e-08 0.000000e+00 energy 2.890282e-06 2.626632e-10 2.890282e-08 displacement 2.602809e-05 5.881734e-08 2.657672e-09 fluid pressure 2.802222e+00 1.430707e-03 2.758851e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1848.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.775892e-09 3.151494e-11 0.000000e+00 energy 2.890282e-06 6.499672e-13 2.890282e-08 displacement 2.602809e-05 7.212924e-11 2.656348e-09 fluid pressure 2.802222e+00 1.566909e-06 2.757673e-04 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1848.9 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 151 : 1849.9 ===== 1 Nonlinear solution status: time= 1849.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.345954e-10 1.380957e-05 0.000000e+00 energy 1.846832e-06 6.592769e-08 1.846832e-08 displacement 2.117208e-05 2.117208e-05 2.117208e-09 fluid pressure 1.344212e+00 1.344212e+00 1.344212e-04 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1849.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.345954e-10 1.359850e-06 0.000000e+00 energy 1.846832e-06 6.770560e-09 1.846832e-08 displacement 2.117208e-05 3.223380e-06 2.795349e-09 fluid pressure 1.344212e+00 4.399947e-01 3.129563e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1849.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.345954e-10 1.389644e-09 0.000000e+00 energy 1.846832e-06 4.008502e-11 1.846832e-08 displacement 2.117208e-05 2.695035e-09 2.782304e-09 fluid pressure 1.344212e+00 1.548025e-03 3.004478e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 4 Nonlinear solution status: time= 1849.9 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.345954e-10 2.189846e-12 0.000000e+00 energy 1.846832e-06 1.153808e-14 1.846832e-08 displacement 2.117208e-05 6.037090e-12 2.782366e-09 fluid pressure 1.344212e+00 6.785966e-07 3.006297e-04 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 1849.9 AUTO STEPPER: increasing time step, dt = 1.15745 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 152 : 1851.06 ===== 1 Nonlinear solution status: time= 1851.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.329209e-10 1.579458e-05 0.000000e+00 energy 1.964639e-06 3.274063e-08 1.964639e-08 displacement 2.401308e-05 2.401308e-05 2.401308e-09 fluid pressure 7.640818e-01 7.640818e-01 7.640818e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1851.06 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.329209e-10 7.659748e-08 0.000000e+00 energy 1.964639e-06 5.304633e-10 1.964639e-08 displacement 2.401308e-05 2.150475e-08 2.421917e-09 fluid pressure 7.640818e-01 6.768758e-04 7.383979e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1851.06 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.329209e-10 1.528459e-10 0.000000e+00 energy 1.964639e-06 1.094951e-13 1.964639e-08 displacement 2.401308e-05 1.023170e-10 2.418714e-09 fluid pressure 7.640818e-01 1.115283e-06 7.394156e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1851.06 AUTO STEPPER: increasing time step, dt = 1.46564 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 153 : 1852.52 ===== 1 Nonlinear solution status: time= 1852.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.232900e-10 2.054663e-05 0.000000e+00 energy 1.968198e-06 5.695121e-08 1.968198e-08 displacement 2.847233e-05 2.847233e-05 2.847233e-09 fluid pressure 4.978638e-01 4.978638e-01 4.978638e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1852.52 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.232900e-10 8.819231e-08 0.000000e+00 energy 1.968198e-06 1.052447e-09 1.968198e-08 displacement 2.847233e-05 2.186236e-08 2.890700e-09 fluid pressure 4.978638e-01 6.860832e-04 4.711230e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 3 Nonlinear solution status: time= 1852.52 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.232900e-10 6.614550e-10 0.000000e+00 energy 1.968198e-06 3.497402e-12 1.968198e-08 displacement 2.847233e-05 7.626109e-11 2.886487e-09 fluid pressure 4.978638e-01 4.326321e-07 4.712419e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1852.52 AUTO STEPPER: increasing time step, dt = 1.94296 MUST POINT CONTROLLER: adjusting time step. dt = 1.07691 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 ===== beginning time step 154 : 1853.6 ===== 1 Nonlinear solution status: time= 1853.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.335476e-10 1.098414e-05 0.000000e+00 energy 7.405212e-07 3.367361e-09 7.405212e-09 displacement 1.279938e-05 1.279938e-05 1.279938e-09 fluid pressure 1.712493e-01 1.712493e-01 1.712493e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14801 2 Nonlinear solution status: time= 1853.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.335476e-10 2.802954e-08 0.000000e+00 energy 7.405212e-07 2.928833e-10 7.405212e-09 displacement 1.279938e-05 6.771240e-09 1.285904e-09 fluid pressure 1.712493e-01 1.521293e-04 1.658412e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1853.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.335476e-10 8.895530e-10 0.000000e+00 energy 7.405212e-07 2.119224e-11 7.405212e-09 displacement 1.279938e-05 3.095785e-09 1.283912e-09 fluid pressure 1.712493e-01 1.100176e-04 1.596485e-05 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 4 Nonlinear solution status: time= 1853.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.335476e-10 8.014569e-13 0.000000e+00 energy 7.405212e-07 6.850350e-15 7.405212e-09 displacement 1.279938e-05 5.138021e-12 1.283755e-09 fluid pressure 1.712493e-01 1.129410e-07 1.594813e-05 convergence summary number of iterations : 4 number of reformations : 4 ------- converged at time : 1853.6 AUTO STEPPER: increasing time step, dt = 1.80153 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 155 : 1855.4 ===== 1 Nonlinear solution status: time= 1855.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.693812e-10 1.680966e-05 0.000000e+00 energy 1.442911e-06 1.904511e-08 1.442911e-08 displacement 2.689885e-05 2.689885e-05 2.689885e-09 fluid pressure 2.215552e-01 2.215552e-01 2.215552e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1855.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.693812e-10 1.974029e-07 0.000000e+00 energy 1.442911e-06 2.839394e-11 1.442911e-08 displacement 2.689885e-05 2.167929e-08 2.722900e-09 fluid pressure 2.215552e-01 2.246889e-04 2.143341e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1855.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.693812e-10 8.071165e-12 0.000000e+00 energy 1.442911e-06 4.581339e-14 1.442911e-08 displacement 2.689885e-05 2.755517e-11 2.721201e-09 fluid pressure 2.215552e-01 3.593669e-07 2.146689e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1855.4 AUTO STEPPER: increasing time step, dt = 2.40284 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 156 : 1857.8 ===== 1 Nonlinear solution status: time= 1857.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.356904e-10 2.179726e-05 0.000000e+00 energy 1.707979e-06 2.525809e-08 1.707979e-08 displacement 3.464102e-05 3.464102e-05 3.464102e-09 fluid pressure 2.403345e-01 2.403345e-01 2.403345e-05 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1857.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.356904e-10 2.888292e-07 0.000000e+00 energy 1.707979e-06 2.049853e-10 1.707979e-08 displacement 3.464102e-05 4.271816e-08 3.536773e-09 fluid pressure 2.403345e-01 2.904923e-04 2.303379e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1857.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.356904e-10 2.680639e-09 0.000000e+00 energy 1.707979e-06 1.487099e-13 1.707979e-08 displacement 3.464102e-05 2.282695e-10 3.531345e-09 fluid pressure 2.403345e-01 6.461943e-07 2.306097e-05 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1857.8 AUTO STEPPER: increasing time step, dt = 2.91273 MUST POINT CONTROLLER: adjusting time step. dt = 0.795627 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 157 : 1858.6 ===== 1 Nonlinear solution status: time= 1858.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.699233e-09 2.396902e-06 0.000000e+00 energy 1.385509e-07 2.938247e-11 1.385509e-09 displacement 3.485760e-06 3.485760e-06 3.485760e-10 fluid pressure 2.193974e-02 2.193974e-02 2.193974e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1858.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.699233e-09 1.199008e-09 0.000000e+00 energy 1.385509e-07 2.689278e-13 1.385509e-09 displacement 3.485760e-06 4.887846e-10 3.499925e-10 fluid pressure 2.193974e-02 1.624595e-05 2.198972e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1858.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.699233e-09 4.510477e-13 0.000000e+00 energy 1.385509e-07 3.877331e-16 1.385509e-09 displacement 3.485760e-06 2.115414e-13 3.499603e-10 fluid pressure 2.193974e-02 3.178650e-09 2.199426e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1858.6 AUTO STEPPER: increasing time step, dt = 1.6365 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 158 : 1860.24 ===== 1 Nonlinear solution status: time= 1860.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.224692e-11 7.911748e-06 0.000000e+00 energy 4.771620e-07 9.384239e-09 4.771620e-09 displacement 1.214762e-05 1.214762e-05 1.214762e-09 fluid pressure 6.706677e-02 6.706677e-02 6.706677e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1860.24 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.224692e-11 3.418325e-09 0.000000e+00 energy 4.771620e-07 1.294692e-11 4.771620e-09 displacement 1.214762e-05 2.438062e-09 1.227261e-09 fluid pressure 6.706677e-02 7.000622e-05 6.527322e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1860.24 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.224692e-11 1.670285e-12 0.000000e+00 energy 4.771620e-07 1.978444e-14 4.771620e-09 displacement 1.214762e-05 3.513129e-12 1.227057e-09 fluid pressure 6.706677e-02 5.446440e-08 6.528307e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1860.24 AUTO STEPPER: increasing time step, dt = 2.3092 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 159 : 1862.55 ===== 1 Nonlinear solution status: time= 1862.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.233635e-10 1.129710e-05 0.000000e+00 energy 6.865608e-07 1.410150e-08 6.865608e-09 displacement 1.917839e-05 1.917839e-05 1.917839e-09 fluid pressure 8.808175e-02 8.808175e-02 8.808175e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1862.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.233635e-10 1.064315e-09 0.000000e+00 energy 6.865608e-07 3.064453e-11 6.865608e-09 displacement 1.917839e-05 1.068750e-08 1.948495e-09 fluid pressure 8.808175e-02 1.324689e-04 8.450506e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1862.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.233635e-10 1.181141e-11 0.000000e+00 energy 6.865608e-07 4.664809e-14 6.865608e-09 displacement 1.917839e-05 2.733129e-11 1.946621e-09 fluid pressure 8.808175e-02 9.671135e-08 8.452418e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1862.55 AUTO STEPPER: increasing time step, dt = 2.84736 MUST POINT CONTROLLER: adjusting time step. dt = 1.0543 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 160 : 1863.6 ===== 1 Nonlinear solution status: time= 1863.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.272851e-11 1.943608e-06 0.000000e+00 energy 1.088128e-07 7.987295e-10 1.088128e-09 displacement 3.667310e-06 3.667310e-06 3.667310e-10 fluid pressure 1.437240e-02 1.437240e-02 1.437240e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1863.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.272851e-11 2.588999e-11 0.000000e+00 energy 1.088128e-07 7.996601e-13 1.088128e-09 displacement 3.667310e-06 2.584358e-10 3.681906e-10 fluid pressure 1.437240e-02 1.336787e-05 1.429753e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1863.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.272851e-11 2.030302e-13 0.000000e+00 energy 1.088128e-07 6.126618e-16 1.088128e-09 displacement 3.667310e-06 2.066439e-13 3.681759e-10 fluid pressure 1.437240e-02 4.019074e-09 1.429619e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1863.6 AUTO STEPPER: increasing time step, dt = 1.84344 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 161 : 1865.44 ===== 1 Nonlinear solution status: time= 1865.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.925129e-11 4.498633e-06 0.000000e+00 energy 2.738943e-07 5.804807e-09 2.738943e-09 displacement 9.587361e-06 9.587361e-06 9.587361e-10 fluid pressure 3.158322e-02 3.158322e-02 3.158322e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1865.44 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.925129e-11 1.063947e-09 0.000000e+00 energy 2.738943e-07 5.933532e-12 2.738943e-09 displacement 9.587361e-06 1.742490e-09 9.672147e-10 fluid pressure 3.158322e-02 4.351686e-05 3.111662e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1865.44 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.925129e-11 9.896922e-13 0.000000e+00 energy 2.738943e-07 9.456171e-15 2.738943e-09 displacement 9.587361e-06 2.030080e-12 9.671847e-10 fluid pressure 3.158322e-02 2.767127e-08 3.111164e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1865.44 AUTO STEPPER: increasing time step, dt = 2.47475 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 162 : 1867.92 ===== 1 Nonlinear solution status: time= 1867.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.510712e-11 5.307028e-06 0.000000e+00 energy 3.735809e-07 5.189853e-09 3.735809e-09 displacement 1.446498e-05 1.446498e-05 1.446498e-09 fluid pressure 3.755061e-02 3.755061e-02 3.755061e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1867.92 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.510712e-11 5.004973e-10 0.000000e+00 energy 3.735809e-07 9.469952e-12 3.735809e-09 displacement 1.446498e-05 2.112394e-09 1.458266e-09 fluid pressure 3.755061e-02 6.672218e-05 3.732988e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1867.92 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.510712e-11 1.103675e-12 0.000000e+00 energy 3.735809e-07 1.582824e-14 3.735809e-09 displacement 1.446498e-05 3.472456e-12 1.458125e-09 fluid pressure 3.755061e-02 3.032939e-08 3.731654e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1867.92 AUTO STEPPER: increasing time step, dt = 2.9798 MUST POINT CONTROLLER: adjusting time step. dt = 0.681813 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 163 : 1868.6 ===== 1 Nonlinear solution status: time= 1868.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.283972e-12 3.562818e-07 0.000000e+00 energy 2.327698e-08 8.104693e-11 2.327698e-10 displacement 1.054160e-06 1.054160e-06 1.054160e-10 fluid pressure 2.486688e-03 2.486688e-03 2.486688e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1868.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.283972e-12 2.571908e-12 0.000000e+00 energy 2.327698e-08 3.404693e-14 2.327698e-10 displacement 1.054160e-06 2.589590e-11 1.056173e-10 fluid pressure 2.486688e-03 2.147116e-06 2.500792e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1868.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.283972e-12 2.046044e-14 0.000000e+00 energy 2.327698e-08 4.897207e-18 2.327698e-10 displacement 1.054160e-06 9.631303e-15 1.056164e-10 fluid pressure 2.486688e-03 3.093136e-10 2.500446e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1868.6 AUTO STEPPER: increasing time step, dt = 1.54545 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 164 : 1870.15 ===== 1 Nonlinear solution status: time= 1870.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.058596e-11 1.439869e-06 0.000000e+00 energy 1.058200e-07 6.069285e-10 1.058200e-09 displacement 4.892219e-06 4.892219e-06 4.892219e-10 fluid pressure 9.789969e-03 9.789969e-03 9.789969e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1870.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.058596e-11 7.529245e-11 0.000000e+00 energy 1.058200e-07 4.970418e-13 1.058200e-09 displacement 4.892219e-06 3.006791e-10 4.908827e-10 fluid pressure 9.789969e-03 1.630179e-05 9.862888e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1870.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.058596e-11 1.895656e-13 0.000000e+00 energy 1.058200e-07 3.807877e-16 1.058200e-09 displacement 4.892219e-06 3.456646e-13 4.908738e-10 fluid pressure 9.789969e-03 6.871849e-09 9.858631e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1870.15 AUTO STEPPER: increasing time step, dt = 2.23636 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 165 : 1872.38 ===== 1 Nonlinear solution status: time= 1872.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.925130e-11 2.227274e-06 0.000000e+00 energy 1.838884e-07 2.363113e-09 1.838884e-09 displacement 8.968805e-06 8.968805e-06 8.968805e-10 fluid pressure 1.484505e-02 1.484505e-02 1.484505e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1872.38 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.925130e-11 8.701265e-11 0.000000e+00 energy 1.838884e-07 1.189133e-12 1.838884e-09 displacement 8.968805e-06 9.603063e-10 9.014511e-10 fluid pressure 1.484505e-02 3.650885e-05 1.493504e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1872.38 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.925130e-11 4.449538e-13 0.000000e+00 energy 1.838884e-07 2.379234e-15 1.838884e-09 displacement 8.968805e-06 1.273668e-12 9.014565e-10 fluid pressure 1.484505e-02 2.195305e-08 1.492652e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1872.38 AUTO STEPPER: increasing time step, dt = 2.78909 MUST POINT CONTROLLER: adjusting time step. dt = 1.21819 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 166 : 1873.6 ===== 1 Nonlinear solution status: time= 1873.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.618578e-11 5.469441e-07 0.000000e+00 energy 4.595362e-08 3.642383e-10 4.595362e-10 displacement 2.492943e-06 2.492943e-06 2.492943e-10 fluid pressure 3.654389e-03 3.654389e-03 3.654389e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1873.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.618578e-11 9.674379e-12 0.000000e+00 energy 4.595362e-08 2.190598e-14 4.595362e-10 displacement 2.492943e-06 1.187567e-10 2.499381e-10 fluid pressure 3.654389e-03 6.818155e-06 3.732986e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1873.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.618578e-11 5.051287e-14 0.000000e+00 energy 4.595362e-08 8.186848e-18 4.595362e-10 displacement 2.492943e-06 7.892795e-14 2.499407e-10 fluid pressure 3.654389e-03 2.346560e-09 3.731048e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1873.6 AUTO STEPPER: increasing time step, dt = 1.97455 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 167 : 1875.57 ===== 1 Nonlinear solution status: time= 1875.57 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.917533e-11 1.089531e-06 0.000000e+00 energy 1.044644e-07 7.169761e-10 1.044644e-09 displacement 5.914485e-06 5.914485e-06 5.914485e-10 fluid pressure 7.384510e-03 7.384510e-03 7.384510e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1875.57 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.917533e-11 5.999510e-11 0.000000e+00 energy 1.044644e-07 1.089608e-13 1.044644e-09 displacement 5.914485e-06 4.002541e-10 5.932608e-10 fluid pressure 7.384510e-03 1.989168e-05 7.524736e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1875.57 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.917533e-11 1.724826e-13 0.000000e+00 energy 1.044644e-07 3.785166e-16 1.044644e-09 displacement 5.914485e-06 4.069082e-13 5.932519e-10 fluid pressure 7.384510e-03 1.042375e-08 7.518925e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1875.57 AUTO STEPPER: increasing time step, dt = 2.57964 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 168 : 1878.15 ===== 1 Nonlinear solution status: time= 1878.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.151549e-11 1.305675e-06 0.000000e+00 energy 1.484113e-07 1.488419e-09 1.484113e-09 displacement 8.934044e-06 8.934044e-06 8.934044e-10 fluid pressure 9.132842e-03 9.132842e-03 9.132842e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1878.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.151549e-11 1.286874e-09 0.000000e+00 energy 1.484113e-07 4.454513e-13 1.484113e-09 displacement 8.934044e-06 1.281142e-09 8.979533e-10 fluid pressure 9.132842e-03 3.324947e-05 9.310685e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1878.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.151549e-11 8.927922e-13 0.000000e+00 energy 1.484113e-07 3.883030e-16 1.484113e-09 displacement 8.934044e-06 1.652837e-12 8.978034e-10 fluid pressure 9.132842e-03 2.123273e-08 9.301503e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1878.15 AUTO STEPPER: increasing time step, dt = 3.06371 MUST POINT CONTROLLER: adjusting time step. dt = 0.445808 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 169 : 1878.6 ===== 1 Nonlinear solution status: time= 1878.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.536914e-12 3.589547e-08 0.000000e+00 energy 3.875772e-09 4.263453e-12 3.875772e-11 displacement 2.626840e-07 2.626840e-07 2.626840e-11 fluid pressure 2.606632e-04 2.606632e-04 2.606632e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1878.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.536914e-12 2.439222e-13 0.000000e+00 energy 3.875772e-09 5.825496e-16 3.875772e-11 displacement 2.626840e-07 1.873670e-12 2.628897e-11 fluid pressure 2.606632e-04 2.158115e-07 2.639518e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1878.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.536914e-12 9.997408e-16 0.000000e+00 energy 3.875772e-09 1.193015e-19 3.875772e-11 displacement 2.626840e-07 2.167237e-16 2.628894e-11 fluid pressure 2.606632e-04 9.197626e-12 2.639211e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1878.6 AUTO STEPPER: increasing time step, dt = 1.35665 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 170 : 1879.96 ===== 1 Nonlinear solution status: time= 1879.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.493543e-11 2.797935e-07 0.000000e+00 energy 3.367265e-08 1.878818e-10 3.367265e-10 displacement 2.289148e-06 2.289148e-06 2.289148e-10 fluid pressure 1.961436e-03 1.961436e-03 1.961436e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1879.96 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.493543e-11 6.686003e-12 0.000000e+00 energy 3.367265e-08 4.577371e-14 3.367265e-10 displacement 2.289148e-06 8.981352e-11 2.293649e-10 fluid pressure 1.961436e-03 4.655467e-06 1.987054e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1879.96 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.493543e-11 2.713744e-14 0.000000e+00 energy 3.367265e-08 8.516012e-17 3.367265e-10 displacement 2.289148e-06 5.482856e-14 2.293619e-10 fluid pressure 1.961436e-03 1.550733e-09 1.985832e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1879.96 AUTO STEPPER: increasing time step, dt = 2.30238 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 171 : 1882.26 ===== 1 Nonlinear solution status: time= 1882.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073125e-11 5.976189e-07 0.000000e+00 energy 8.444331e-08 6.178748e-10 8.444331e-10 displacement 6.008252e-06 6.008252e-06 6.008252e-10 fluid pressure 4.252365e-03 4.252365e-03 4.252365e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1882.26 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073125e-11 2.462284e-11 0.000000e+00 energy 8.444331e-08 4.411362e-13 8.444331e-10 displacement 6.008252e-06 3.752030e-10 6.022741e-10 fluid pressure 4.252365e-03 1.781693e-05 4.360251e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1882.26 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.073125e-11 1.154073e-13 0.000000e+00 energy 8.444331e-08 9.841256e-16 8.444331e-10 displacement 6.008252e-06 3.968484e-13 6.022884e-10 fluid pressure 4.252365e-03 1.046064e-08 4.355405e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1882.26 AUTO STEPPER: increasing time step, dt = 3.42735 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 172 : 1885.69 ===== 1 Nonlinear solution status: time= 1885.69 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.250078e-11 8.982624e-07 0.000000e+00 energy 1.558696e-07 2.015546e-09 1.558696e-09 displacement 1.171173e-05 1.171173e-05 1.171173e-09 fluid pressure 6.663367e-03 6.663367e-03 6.663367e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1885.69 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.250078e-11 1.241607e-10 0.000000e+00 energy 1.558696e-07 1.757249e-12 1.558696e-09 displacement 1.171173e-05 1.409940e-09 1.175229e-09 fluid pressure 6.663367e-03 4.268400e-05 6.840574e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1885.69 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.250078e-11 3.289560e-13 0.000000e+00 energy 1.558696e-07 4.403896e-15 1.558696e-09 displacement 1.171173e-05 1.556000e-12 1.175279e-09 fluid pressure 6.663367e-03 3.142979e-08 6.830648e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1885.69 AUTO STEPPER: increasing time step, dt = 4.8757 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 173 : 1890.56 ===== 1 Nonlinear solution status: time= 1890.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.474706e-10 1.163996e-06 0.000000e+00 energy 2.478984e-07 1.211079e-09 2.478984e-09 displacement 2.018382e-05 2.018382e-05 2.018382e-09 fluid pressure 8.926378e-03 8.926378e-03 8.926378e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1890.56 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.474706e-10 1.390492e-08 0.000000e+00 energy 2.478984e-07 5.053695e-12 2.478984e-09 displacement 2.018382e-05 5.697037e-09 2.027081e-09 fluid pressure 8.926378e-03 9.370599e-05 9.567702e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1890.56 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.474706e-10 6.019625e-12 0.000000e+00 energy 2.478984e-07 9.390496e-15 2.478984e-09 displacement 2.018382e-05 5.542163e-12 2.027170e-09 fluid pressure 8.926378e-03 6.560195e-08 9.550063e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1890.56 AUTO STEPPER: increasing time step, dt = 6.81449 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 174 : 1897.38 ===== 1 Nonlinear solution status: time= 1897.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.489449e-10 1.291755e-06 0.000000e+00 energy 3.593668e-07 5.162683e-09 3.593668e-09 displacement 3.256945e-05 3.256945e-05 3.256945e-09 fluid pressure 1.063786e-02 1.063786e-02 1.063786e-06 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1897.38 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.489449e-10 1.348266e-08 0.000000e+00 energy 3.593668e-07 8.572240e-12 3.593668e-09 displacement 3.256945e-05 5.982748e-09 3.274351e-09 fluid pressure 1.063786e-02 1.213564e-04 1.092806e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1897.38 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.489449e-10 1.330492e-12 0.000000e+00 energy 3.593668e-07 3.519003e-14 3.593668e-09 displacement 3.256945e-05 8.817735e-12 3.273704e-09 fluid pressure 1.063786e-02 1.064322e-07 1.091169e-06 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1897.38 AUTO STEPPER: increasing time step, dt = 9.45584 MUST POINT CONTROLLER: adjusting time step. dt = 6.22344 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 175 : 1903.6 ===== 1 Nonlinear solution status: time= 1903.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.646349e-10 6.640512e-07 0.000000e+00 energy 2.225154e-07 2.444802e-09 2.225154e-09 displacement 2.341118e-05 2.341118e-05 2.341118e-09 fluid pressure 5.359587e-03 5.359587e-03 5.359587e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1903.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.646349e-10 1.167914e-10 0.000000e+00 energy 2.225154e-07 5.161710e-12 2.225154e-09 displacement 2.341118e-05 2.485966e-09 2.348087e-09 fluid pressure 5.359587e-03 6.423635e-05 5.577225e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1903.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.646349e-10 3.834084e-13 0.000000e+00 energy 2.225154e-07 1.570970e-14 2.225154e-09 displacement 2.341118e-05 2.945741e-12 2.348128e-09 fluid pressure 5.359587e-03 5.282845e-08 5.567849e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1903.6 AUTO STEPPER: increasing time step, dt = 9.97875 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 176 : 1913.58 ===== 1 Nonlinear solution status: time= 1913.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.503158e-10 1.259251e-06 0.000000e+00 energy 4.221933e-07 5.841645e-09 4.221933e-09 displacement 4.927183e-05 4.927183e-05 4.927183e-09 fluid pressure 7.762173e-03 7.762173e-03 7.762173e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1913.58 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.503158e-10 6.689995e-10 0.000000e+00 energy 4.221933e-07 5.949845e-12 4.221933e-09 displacement 4.927183e-05 6.618032e-09 4.944674e-09 fluid pressure 7.762173e-03 1.202820e-04 8.044048e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1913.58 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.503158e-10 5.826579e-13 0.000000e+00 energy 4.221933e-07 2.061958e-14 4.221933e-09 displacement 4.927183e-05 6.095625e-12 4.944460e-09 fluid pressure 7.762173e-03 5.749004e-08 8.037014e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1913.58 AUTO STEPPER: increasing time step, dt = 12.983 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 177 : 1926.56 ===== 1 Nonlinear solution status: time= 1926.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.615679e-10 1.666702e-06 0.000000e+00 energy 4.917338e-07 9.329357e-09 4.917338e-09 displacement 6.794578e-05 6.794578e-05 6.794578e-09 fluid pressure 7.016478e-03 7.016478e-03 7.016478e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1926.56 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.615679e-10 1.460781e-09 0.000000e+00 energy 4.917338e-07 4.904117e-12 4.917338e-09 displacement 6.794578e-05 1.203375e-08 6.830484e-09 fluid pressure 7.016478e-03 9.292643e-05 7.148454e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1926.56 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.615679e-10 2.402981e-12 0.000000e+00 energy 4.917338e-07 9.969943e-16 4.917338e-09 displacement 6.794578e-05 7.320989e-12 6.829441e-09 fluid pressure 7.016478e-03 1.836107e-08 7.150567e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1926.56 AUTO STEPPER: increasing time step, dt = 15.3864 MUST POINT CONTROLLER: adjusting time step. dt = 2.03825 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 178 : 1928.6 ===== 1 Nonlinear solution status: time= 1928.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.110853e-11 3.846722e-08 0.000000e+00 energy 9.529208e-09 2.498727e-11 9.529208e-11 displacement 1.633509e-06 1.633509e-06 1.633509e-10 fluid pressure 1.420836e-04 1.420836e-04 1.420836e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1928.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.110853e-11 5.940797e-13 0.000000e+00 energy 9.529208e-09 5.348917e-15 9.529208e-11 displacement 1.633509e-06 1.590179e-11 1.634454e-10 fluid pressure 1.420836e-04 3.335360e-07 1.481063e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1928.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.110853e-11 6.984617e-15 0.000000e+00 energy 9.529208e-09 1.494104e-19 9.529208e-11 displacement 1.633509e-06 1.215063e-15 1.634443e-10 fluid pressure 1.420836e-04 8.702578e-12 1.480975e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1928.6 AUTO STEPPER: increasing time step, dt = 6.6306 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 179 : 1935.23 ===== 1 Nonlinear solution status: time= 1935.23 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.846964e-11 4.366347e-07 0.000000e+00 energy 9.023915e-08 7.773087e-10 9.023915e-10 displacement 1.583661e-05 1.583661e-05 1.583661e-09 fluid pressure 1.102645e-03 1.102645e-03 1.102645e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1935.23 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.846964e-11 6.556140e-11 0.000000e+00 energy 9.023915e-08 3.338900e-13 9.023915e-10 displacement 1.583661e-05 6.722345e-10 1.586741e-09 fluid pressure 1.102645e-03 5.865565e-06 1.138382e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1935.23 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.846964e-11 9.695748e-14 0.000000e+00 energy 9.023915e-08 4.198641e-17 9.023915e-10 displacement 1.583661e-05 1.276737e-13 1.586639e-09 fluid pressure 1.102645e-03 3.150112e-10 1.139015e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1935.23 AUTO STEPPER: increasing time step, dt = 10.3045 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 180 : 1945.54 ===== 1 Nonlinear solution status: time= 1945.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.897939e-10 9.789797e-07 0.000000e+00 energy 1.792143e-07 1.973294e-09 1.792143e-09 displacement 3.406368e-05 3.406368e-05 3.406368e-09 fluid pressure 1.781223e-03 1.781223e-03 1.781223e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1945.54 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 2 step from line search = 0.028696 convergence norms : INITIAL CURRENT REQUIRED residual 1.897939e-10 9.238676e-07 0.000000e+00 energy 1.792143e-07 3.927004e-14 1.792143e-09 displacement 3.406368e-05 3.079550e-12 3.406665e-09 fluid pressure 1.781223e-03 6.011526e-09 1.781745e-07 convergence summary number of iterations : 2 number of reformations : 2 ------- converged at time : 1945.54 AUTO STEPPER: increasing time step, dt = 13.2436 MUST POINT CONTROLLER: adjusting time step. dt = 8.06492 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 181 : 1953.6 ===== 1 Nonlinear solution status: time= 1953.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.239658e-07 4.910452e-07 0.000000e+00 energy 8.630062e-08 6.744596e-10 8.630062e-10 displacement 1.928064e-05 1.928064e-05 1.928064e-09 fluid pressure 7.695019e-04 7.695019e-04 7.695019e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1953.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.239658e-07 8.598660e-11 0.000000e+00 energy 8.630062e-08 2.101181e-13 8.630062e-10 displacement 1.928064e-05 1.371173e-09 1.932138e-09 fluid pressure 7.695019e-04 1.085801e-06 7.795166e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1953.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.239658e-07 1.672433e-13 0.000000e+00 energy 8.630062e-08 4.428986e-17 8.630062e-10 displacement 1.928064e-05 7.936507e-14 1.932002e-09 fluid pressure 7.695019e-04 2.921180e-10 7.801671e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1953.6 AUTO STEPPER: increasing time step, dt = 11.4519 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 182 : 1965.05 ===== 1 Nonlinear solution status: time= 1965.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.777650e-10 9.037849e-07 0.000000e+00 energy 1.529492e-07 1.065498e-09 1.529492e-09 displacement 3.502846e-05 3.502846e-05 3.502846e-09 fluid pressure 1.087691e-03 1.087691e-03 1.087691e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1965.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.777650e-10 2.166133e-10 0.000000e+00 energy 1.529492e-07 3.087461e-13 1.529492e-09 displacement 3.502846e-05 2.744272e-09 3.514933e-09 fluid pressure 1.087691e-03 6.629173e-07 1.103165e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1965.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.777650e-10 4.126805e-13 0.000000e+00 energy 1.529492e-07 1.444128e-16 1.529492e-09 displacement 3.502846e-05 3.501968e-13 3.514557e-09 fluid pressure 1.087691e-03 1.125061e-09 1.104632e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1965.05 AUTO STEPPER: increasing time step, dt = 14.1615 MUST POINT CONTROLLER: adjusting time step. dt = 13.5481 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 183 : 1978.6 ===== 1 Nonlinear solution status: time= 1978.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.175663e-10 1.053671e-06 0.000000e+00 energy 1.766505e-07 1.453711e-09 1.766505e-09 displacement 4.393022e-05 4.393022e-05 4.393022e-09 fluid pressure 1.051703e-03 1.051703e-03 1.051703e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1978.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.175663e-10 5.097264e-10 0.000000e+00 energy 1.766505e-07 5.155453e-13 1.766505e-09 displacement 4.393022e-05 4.858511e-09 4.412731e-09 fluid pressure 1.051703e-03 1.423056e-06 1.076629e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1978.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.175663e-10 6.072767e-13 0.000000e+00 energy 1.766505e-07 2.828951e-15 1.766505e-09 displacement 4.393022e-05 7.861042e-13 4.412271e-09 fluid pressure 1.051703e-03 6.849039e-09 1.079032e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1978.6 AUTO STEPPER: increasing time step, dt = 15.8385 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 184 : 1994.44 ===== 1 Nonlinear solution status: time= 1994.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.600855e-10 1.180837e-06 0.000000e+00 energy 1.986631e-07 1.124725e-09 1.986631e-09 displacement 5.344647e-05 5.344647e-05 5.344647e-09 fluid pressure 1.000802e-03 1.000802e-03 1.000802e-07 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 1994.44 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.600855e-10 4.520947e-10 0.000000e+00 energy 1.986631e-07 3.411340e-12 1.986631e-09 displacement 5.344647e-05 4.749764e-09 5.371291e-09 fluid pressure 1.000802e-03 4.129479e-06 1.049307e-07 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 1994.44 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.600855e-10 7.689352e-13 0.000000e+00 energy 1.986631e-07 1.064890e-14 1.986631e-09 displacement 5.344647e-05 1.868282e-12 5.370706e-09 fluid pressure 1.000802e-03 1.905765e-08 1.052782e-07 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 1994.44 AUTO STEPPER: increasing time step, dt = 17.6708 MUST POINT CONTROLLER: adjusting time step. dt = 9.16155 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 185 : 2003.6 ===== 1 Nonlinear solution status: time= 2003.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.675866e-11 3.340116e-07 0.000000e+00 energy 5.734827e-08 2.206924e-10 5.734827e-10 displacement 1.680052e-05 1.680052e-05 1.680052e-09 fluid pressure 2.775928e-04 2.775928e-04 2.775928e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2003.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.675866e-11 9.937194e-11 0.000000e+00 energy 5.734827e-08 4.331440e-13 5.734827e-10 displacement 1.680052e-05 6.405028e-10 1.684994e-09 fluid pressure 2.775928e-04 1.101916e-06 2.870521e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2003.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.675866e-11 1.873476e-13 0.000000e+00 energy 5.734827e-08 7.283820e-16 5.734827e-10 displacement 1.680052e-05 1.557865e-13 1.684930e-09 fluid pressure 2.775928e-04 2.192763e-09 2.875202e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2003.6 AUTO STEPPER: increasing time step, dt = 12.3292 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 186 : 2015.93 ===== 1 Nonlinear solution status: time= 2015.93 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.285276e-10 5.593639e-07 0.000000e+00 energy 9.238685e-08 3.088781e-10 9.238685e-10 displacement 2.799504e-05 2.799504e-05 2.799504e-09 fluid pressure 3.871305e-04 3.871305e-04 3.871305e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2015.93 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.285276e-10 9.756183e-11 0.000000e+00 energy 9.238685e-08 1.473997e-12 9.238685e-10 displacement 2.799504e-05 1.485475e-09 2.809832e-09 fluid pressure 3.871305e-04 2.425400e-06 4.058395e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2015.93 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.285276e-10 3.399986e-13 0.000000e+00 energy 9.238685e-08 3.260122e-15 9.238685e-10 displacement 2.799504e-05 5.309747e-13 2.809707e-09 fluid pressure 3.871305e-04 6.782213e-09 4.069629e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2015.93 AUTO STEPPER: increasing time step, dt = 14.8634 MUST POINT CONTROLLER: adjusting time step. dt = 12.6708 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 187 : 2028.6 ===== 1 Nonlinear solution status: time= 2028.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246846e-10 5.203799e-07 0.000000e+00 energy 8.652813e-08 2.523177e-10 8.652813e-10 displacement 2.723603e-05 2.723603e-05 2.723603e-09 fluid pressure 3.268942e-04 3.268942e-04 3.268942e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2028.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246846e-10 6.039554e-10 0.000000e+00 energy 8.652813e-08 1.462945e-12 8.652813e-10 displacement 2.723603e-05 1.327865e-09 2.733407e-09 fluid pressure 3.268942e-04 2.298182e-06 3.448724e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2028.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.246846e-10 3.052904e-13 0.000000e+00 energy 8.652813e-08 2.992111e-15 8.652813e-10 displacement 2.723603e-05 4.872518e-13 2.733304e-09 fluid pressure 3.268942e-04 5.915538e-09 3.458130e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2028.6 AUTO STEPPER: increasing time step, dt = 15.1366 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 188 : 2043.74 ===== 1 Nonlinear solution status: time= 2043.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637502e-10 6.497189e-07 0.000000e+00 energy 1.090558e-07 4.578226e-10 1.090558e-09 displacement 3.531593e-05 3.531593e-05 3.531593e-09 fluid pressure 3.643119e-04 3.643119e-04 3.643119e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2043.74 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637502e-10 2.083039e-10 0.000000e+00 energy 1.090558e-07 2.110429e-12 1.090558e-09 displacement 3.531593e-05 3.491915e-09 3.545267e-09 fluid pressure 3.643119e-04 3.048744e-06 3.866954e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2043.74 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.637502e-10 4.207472e-13 0.000000e+00 energy 1.090558e-07 4.904704e-15 1.090558e-09 displacement 3.531593e-05 7.724402e-13 3.545118e-09 fluid pressure 3.643119e-04 7.954226e-09 3.878653e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2043.74 AUTO STEPPER: increasing time step, dt = 17.1093 MUST POINT CONTROLLER: adjusting time step. dt = 9.86339 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 189 : 2053.6 ===== 1 Nonlinear solution status: time= 2053.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.382910e-11 2.451296e-07 0.000000e+00 energy 4.157329e-08 9.358659e-11 4.157329e-10 displacement 1.411421e-05 1.411421e-05 1.411421e-09 fluid pressure 1.343846e-04 1.343846e-04 1.343846e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2053.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.382910e-11 1.982290e-11 0.000000e+00 energy 4.157329e-08 3.348034e-13 4.157329e-10 displacement 1.411421e-05 3.658277e-10 1.414868e-09 fluid pressure 1.343846e-04 7.970904e-07 1.408650e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2053.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.382910e-11 1.497309e-13 0.000000e+00 energy 4.157329e-08 4.176097e-16 4.157329e-10 displacement 1.411421e-05 9.099431e-14 1.414842e-09 fluid pressure 1.343846e-04 1.056557e-09 1.410816e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2053.6 AUTO STEPPER: increasing time step, dt = 12.8907 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 190 : 2066.49 ===== 1 Nonlinear solution status: time= 2066.49 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025455e-10 3.808749e-07 0.000000e+00 energy 6.481146e-08 1.468036e-10 6.481146e-10 displacement 2.225784e-05 2.225784e-05 2.225784e-09 fluid pressure 1.883224e-04 1.883224e-04 1.883224e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2066.49 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025455e-10 3.731355e-11 0.000000e+00 energy 6.481146e-08 7.693027e-13 6.481146e-10 displacement 2.225784e-05 8.294046e-10 2.232938e-09 fluid pressure 1.883224e-04 1.197839e-06 1.974166e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2066.49 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025455e-10 2.482104e-13 0.000000e+00 energy 6.481146e-08 1.100464e-15 6.481146e-10 displacement 2.225784e-05 2.210420e-13 2.232870e-09 fluid pressure 1.883224e-04 2.151231e-09 1.978225e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2066.49 AUTO STEPPER: increasing time step, dt = 15.3126 MUST POINT CONTROLLER: adjusting time step. dt = 12.1093 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 191 : 2078.6 ===== 1 Nonlinear solution status: time= 2078.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.427167e-11 3.044912e-07 0.000000e+00 energy 5.206251e-08 1.202062e-10 5.206251e-10 displacement 1.825570e-05 1.825570e-05 1.825570e-09 fluid pressure 1.413900e-04 1.413900e-04 1.413900e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2078.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.427167e-11 3.093811e-11 0.000000e+00 energy 5.206251e-08 4.488315e-13 5.206251e-10 displacement 1.825570e-05 5.391075e-10 1.830725e-09 fluid pressure 1.413900e-04 8.171101e-07 1.487458e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2078.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.427167e-11 2.035246e-13 0.000000e+00 energy 5.206251e-08 5.385208e-16 5.206251e-10 displacement 1.825570e-05 1.201277e-13 1.830682e-09 fluid pressure 1.413900e-04 1.127228e-09 1.489871e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2078.6 AUTO STEPPER: increasing time step, dt = 14.6874 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 192 : 2093.29 ===== 1 Nonlinear solution status: time= 2093.29 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157592e-10 4.015801e-07 0.000000e+00 energy 6.950403e-08 1.705154e-10 6.950403e-10 displacement 2.457741e-05 2.457741e-05 2.457741e-09 fluid pressure 1.761481e-04 1.761481e-04 1.761481e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2093.29 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157592e-10 3.120683e-11 0.000000e+00 energy 6.950403e-08 7.021071e-13 6.950403e-10 displacement 2.457741e-05 9.227359e-10 2.465942e-09 fluid pressure 1.761481e-04 9.631838e-07 1.843371e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2093.29 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157592e-10 2.932986e-13 0.000000e+00 energy 6.950403e-08 8.697041e-16 6.950403e-10 displacement 2.457741e-05 2.001933e-13 2.465856e-09 fluid pressure 1.761481e-04 1.535494e-09 1.846740e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2093.29 AUTO STEPPER: increasing time step, dt = 18.9531 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 193 : 2112.24 ===== 1 Nonlinear solution status: time= 2112.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.778660e-10 5.933397e-07 0.000000e+00 energy 1.031518e-07 3.756924e-10 1.031518e-09 displacement 3.656749e-05 3.656749e-05 3.656749e-09 fluid pressure 2.334719e-04 2.334719e-04 2.334719e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2112.24 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.778660e-10 9.142690e-11 0.000000e+00 energy 1.031518e-07 1.199250e-12 1.031518e-09 displacement 3.656749e-05 1.900542e-09 3.671041e-09 fluid pressure 2.334719e-04 1.429838e-06 2.472291e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2112.24 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.778660e-10 4.895472e-13 0.000000e+00 energy 1.031518e-07 1.602821e-15 1.031518e-09 displacement 3.656749e-05 3.744690e-13 3.670854e-09 fluid pressure 2.334719e-04 2.153672e-09 2.477488e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2112.24 AUTO STEPPER: increasing time step, dt = 25.2085 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 194 : 2137.45 ===== 1 Nonlinear solution status: time= 2137.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840126e-10 9.001349e-07 0.000000e+00 energy 1.578191e-07 5.433011e-10 1.578191e-09 displacement 5.584129e-05 5.584129e-05 5.584129e-09 fluid pressure 3.199054e-04 3.199054e-04 3.199054e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2137.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840126e-10 1.250354e-10 0.000000e+00 energy 1.578191e-07 2.229616e-12 1.578191e-09 displacement 5.584129e-05 3.537009e-09 5.613355e-09 fluid pressure 3.199054e-04 1.656657e-06 3.366699e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2137.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.840126e-10 9.250379e-13 0.000000e+00 energy 1.578191e-07 2.952746e-15 1.578191e-09 displacement 5.584129e-05 7.585328e-13 5.612916e-09 fluid pressure 3.199054e-04 3.205787e-09 3.374743e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2137.45 AUTO STEPPER: increasing time step, dt = 33.9942 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 195 : 2171.44 ===== 1 Nonlinear solution status: time= 2171.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.515404e-10 1.259694e-06 0.000000e+00 energy 2.387023e-07 1.032605e-09 2.387023e-09 displacement 8.375771e-05 8.375771e-05 8.375771e-09 fluid pressure 4.268488e-04 4.268488e-04 4.268488e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2171.44 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.515404e-10 8.126766e-10 0.000000e+00 energy 2.387023e-07 3.660025e-12 2.387023e-09 displacement 8.375771e-05 7.122530e-09 8.430365e-09 fluid pressure 4.268488e-04 1.912915e-06 4.482101e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2171.44 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.515404e-10 1.454856e-12 0.000000e+00 energy 2.387023e-07 4.308818e-15 2.387023e-09 displacement 8.375771e-05 1.618549e-12 8.429065e-09 fluid pressure 4.268488e-04 3.953410e-09 4.493696e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2171.44 AUTO STEPPER: increasing time step, dt = 46.1218 MUST POINT CONTROLLER: adjusting time step. dt = 7.15682 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 196 : 2178.6 ===== 1 Nonlinear solution status: time= 2178.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812650e-11 4.783453e-08 0.000000e+00 energy 9.292373e-09 9.061869e-12 9.292373e-11 displacement 3.580113e-06 3.580113e-06 3.580113e-10 fluid pressure 1.736746e-05 1.736746e-05 1.736746e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2178.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812650e-11 8.805445e-13 0.000000e+00 energy 9.292373e-09 5.908049e-15 9.292373e-11 displacement 3.580113e-06 1.959119e-11 3.584111e-10 fluid pressure 1.736746e-05 2.768951e-08 1.777041e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2178.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.812650e-11 3.473711e-14 0.000000e+00 energy 9.292373e-09 1.624533e-18 9.292373e-11 displacement 3.580113e-06 1.581239e-15 3.584089e-10 fluid pressure 1.736746e-05 7.149714e-12 1.777511e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2178.6 AUTO STEPPER: increasing time step, dt = 25.7255 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 197 : 2204.33 ===== 1 Nonlinear solution status: time= 2204.33 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.071522e-10 5.583853e-07 0.000000e+00 energy 1.089625e-07 3.305922e-10 1.089625e-09 displacement 3.992144e-05 3.992144e-05 3.992144e-09 fluid pressure 1.834196e-04 1.834196e-04 1.834196e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2204.33 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.071522e-10 3.382554e-11 0.000000e+00 energy 1.089625e-07 6.247964e-13 1.089625e-09 displacement 3.992144e-05 1.631663e-09 4.008718e-09 fluid pressure 1.834196e-04 5.509809e-07 1.912227e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2204.33 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.071522e-10 5.536517e-13 0.000000e+00 energy 1.089625e-07 4.663414e-16 1.089625e-09 displacement 3.992144e-05 2.006235e-13 4.008497e-09 fluid pressure 1.834196e-04 5.906913e-10 1.914914e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2204.33 AUTO STEPPER: increasing time step, dt = 40.5804 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 198 : 2244.91 ===== 1 Nonlinear solution status: time= 2244.91 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.497242e-10 1.142768e-06 0.000000e+00 energy 2.237347e-07 9.371834e-10 2.237347e-09 displacement 7.952599e-05 7.952599e-05 7.952599e-09 fluid pressure 3.402116e-04 3.402116e-04 3.402116e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2244.91 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.497242e-10 1.098849e-10 0.000000e+00 energy 2.237347e-07 1.794720e-12 2.237347e-09 displacement 7.952599e-05 5.320122e-09 8.001266e-09 fluid pressure 3.402116e-04 9.360430e-07 3.555091e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2244.91 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.497242e-10 1.459366e-12 0.000000e+00 energy 2.237347e-07 1.404454e-15 2.237347e-09 displacement 7.952599e-05 7.720952e-13 8.000428e-09 fluid pressure 3.402116e-04 1.287767e-09 3.561230e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2244.91 AUTO STEPPER: increasing time step, dt = 52.4643 MUST POINT CONTROLLER: adjusting time step. dt = 33.6942 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 199 : 2278.6 ===== 1 Nonlinear solution status: time= 2278.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517462e-10 6.488746e-07 0.000000e+00 energy 1.246326e-07 4.145817e-10 1.246326e-09 displacement 4.574624e-05 4.574624e-05 4.574624e-09 fluid pressure 1.835895e-04 1.835895e-04 1.835895e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2278.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517462e-10 2.046806e-10 0.000000e+00 energy 1.246326e-07 4.803252e-13 1.246326e-09 displacement 4.574624e-05 1.853675e-09 4.594603e-09 fluid pressure 1.835895e-04 3.652045e-07 1.907316e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2278.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517462e-10 6.805420e-13 0.000000e+00 energy 1.246326e-07 2.550050e-16 1.246326e-09 displacement 4.574624e-05 1.724867e-13 4.594325e-09 fluid pressure 1.835895e-04 3.085747e-10 1.909410e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2278.6 AUTO STEPPER: increasing time step, dt = 46.9553 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 200 : 2325.56 ===== 1 Nonlinear solution status: time= 2325.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.076455e-10 9.895099e-07 0.000000e+00 energy 1.935071e-07 7.916290e-10 1.935071e-09 displacement 6.926979e-05 6.926979e-05 6.926979e-09 fluid pressure 2.644063e-04 2.644063e-04 2.644063e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2325.56 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.076455e-10 6.547031e-11 0.000000e+00 energy 1.935071e-07 1.164650e-12 1.935071e-09 displacement 6.926979e-05 3.886442e-09 6.964913e-09 fluid pressure 2.644063e-04 4.458393e-07 2.744128e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2325.56 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.076455e-10 1.105202e-12 0.000000e+00 energy 1.935071e-07 4.440540e-16 1.935071e-09 displacement 6.926979e-05 8.569980e-13 6.964324e-09 fluid pressure 2.644063e-04 4.599020e-10 2.747401e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2325.56 AUTO STEPPER: increasing time step, dt = 57.5643 MUST POINT CONTROLLER: adjusting time step. dt = 53.0447 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 201 : 2378.6 ===== 1 Nonlinear solution status: time= 2378.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.089167e-10 9.846665e-07 0.000000e+00 energy 1.882913e-07 9.712315e-10 1.882913e-09 displacement 6.718373e-05 6.718373e-05 6.718373e-09 fluid pressure 2.429491e-04 2.429491e-04 2.429491e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2378.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.089167e-10 2.827685e-09 0.000000e+00 energy 1.882913e-07 4.146520e-13 1.882913e-09 displacement 6.718373e-05 4.826891e-09 6.753607e-09 fluid pressure 2.429491e-04 4.179333e-07 2.533328e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2378.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.089167e-10 1.250958e-12 0.000000e+00 energy 1.882913e-07 2.329174e-16 1.882913e-09 displacement 6.718373e-05 2.611034e-13 6.753186e-09 fluid pressure 2.429491e-04 2.145434e-10 2.535380e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2378.6 AUTO STEPPER: increasing time step, dt = 62.4357 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 202 : 2441.04 ===== 1 Nonlinear solution status: time= 2441.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.336405e-10 9.607869e-07 0.000000e+00 energy 1.916880e-07 8.153299e-10 1.916880e-09 displacement 6.787039e-05 6.787039e-05 6.787039e-09 fluid pressure 2.354106e-04 2.354106e-04 2.354106e-08 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2441.04 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.336405e-10 4.539848e-10 0.000000e+00 energy 1.916880e-07 4.535332e-13 1.916880e-09 displacement 6.787039e-05 3.192415e-09 6.824206e-09 fluid pressure 2.354106e-04 2.321579e-07 2.425242e-08 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2441.04 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.336405e-10 1.300610e-12 0.000000e+00 energy 1.916880e-07 1.272587e-16 1.916880e-09 displacement 6.787039e-05 2.355806e-13 6.823677e-09 fluid pressure 2.354106e-04 1.391123e-10 2.427070e-08 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2441.04 AUTO STEPPER: increasing time step, dt = 69.9486 MUST POINT CONTROLLER: adjusting time step. dt = 37.5643 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 203 : 2478.6 ===== 1 Nonlinear solution status: time= 2478.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.161713e-10 2.710226e-07 0.000000e+00 energy 5.322683e-08 2.110639e-10 5.322683e-10 displacement 2.028934e-05 2.028934e-05 2.028934e-09 fluid pressure 6.755050e-05 6.755050e-05 6.755050e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2478.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.161713e-10 2.297381e-10 0.000000e+00 energy 5.322683e-08 1.853419e-14 5.322683e-10 displacement 2.028934e-05 7.467508e-10 2.033891e-09 fluid pressure 6.755050e-05 7.168409e-08 6.998997e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2478.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.161713e-10 2.865709e-13 0.000000e+00 energy 5.322683e-08 6.297732e-18 5.322683e-10 displacement 2.028934e-05 1.650503e-14 2.033845e-09 fluid pressure 6.755050e-05 9.920793e-12 7.001231e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2478.6 AUTO STEPPER: increasing time step, dt = 50.0514 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 204 : 2528.65 ===== 1 Nonlinear solution status: time= 2528.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.693864e-10 3.876902e-07 0.000000e+00 energy 7.506545e-08 2.085302e-10 7.506545e-10 displacement 2.797157e-05 2.797157e-05 2.797157e-09 fluid pressure 9.075085e-05 9.075085e-05 9.075085e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2528.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.693864e-10 2.657421e-10 0.000000e+00 energy 7.506545e-08 5.441308e-14 7.506545e-10 displacement 2.797157e-05 5.826582e-10 2.806427e-09 fluid pressure 9.075085e-05 4.896601e-08 9.281891e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2528.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.693864e-10 5.016790e-13 0.000000e+00 energy 7.506545e-08 7.572733e-18 7.506545e-10 displacement 2.797157e-05 3.305989e-14 2.806320e-09 fluid pressure 9.075085e-05 1.383440e-11 9.285475e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2528.65 AUTO STEPPER: increasing time step, dt = 60.0411 MUST POINT CONTROLLER: adjusting time step. dt = 49.9486 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 205 : 2578.6 ===== 1 Nonlinear solution status: time= 2578.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.319546e-10 3.081027e-07 0.000000e+00 energy 5.783109e-08 1.373905e-10 5.783109e-10 displacement 2.171381e-05 2.171381e-05 2.171381e-09 fluid pressure 6.817509e-05 6.817509e-05 6.817509e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2578.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.319546e-10 6.677799e-12 0.000000e+00 energy 5.783109e-08 2.689031e-14 5.783109e-10 displacement 2.171381e-05 3.189103e-10 2.177717e-09 fluid pressure 6.817509e-05 2.734204e-08 6.948912e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2578.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.319546e-10 4.089120e-13 0.000000e+00 energy 5.783109e-08 2.744877e-18 5.783109e-10 displacement 2.171381e-05 2.063116e-14 2.177652e-09 fluid pressure 6.817509e-05 5.745226e-12 6.950913e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2578.6 AUTO STEPPER: increasing time step, dt = 59.9589 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 206 : 2638.56 ===== 1 Nonlinear solution status: time= 2638.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.483990e-10 3.379726e-07 0.000000e+00 energy 6.318572e-08 1.582441e-10 6.318572e-10 displacement 2.331959e-05 2.331959e-05 2.331959e-09 fluid pressure 7.123835e-05 7.123835e-05 7.123835e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2638.56 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.483990e-10 7.300013e-12 0.000000e+00 energy 6.318572e-08 2.482932e-14 6.318572e-10 displacement 2.331959e-05 3.515216e-10 2.339115e-09 fluid pressure 7.123835e-05 2.196026e-08 7.242335e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2638.56 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.483990e-10 4.691834e-13 0.000000e+00 energy 6.318572e-08 2.064633e-18 6.318572e-10 displacement 2.331959e-05 2.335216e-14 2.339041e-09 fluid pressure 7.123835e-05 4.352468e-12 7.244147e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2638.56 AUTO STEPPER: increasing time step, dt = 67.9671 MUST POINT CONTROLLER: adjusting time step. dt = 40.0411 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 207 : 2678.6 ===== 1 Nonlinear solution status: time= 2678.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976423e-11 1.226716e-07 0.000000e+00 energy 2.189549e-08 3.441148e-11 2.189549e-10 displacement 8.527395e-06 8.527395e-06 8.527395e-10 fluid pressure 2.539036e-05 2.539036e-05 2.539036e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2678.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976423e-11 1.621342e-12 0.000000e+00 energy 2.189549e-08 2.861473e-15 2.189549e-10 displacement 8.527395e-06 5.225827e-11 8.542220e-10 fluid pressure 2.539036e-05 5.850654e-09 2.577100e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2678.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976423e-11 1.593249e-13 0.000000e+00 energy 2.189549e-08 1.458525e-19 2.189549e-10 displacement 8.527395e-06 5.185939e-15 8.542092e-10 fluid pressure 2.539036e-05 4.786886e-13 2.577417e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2678.6 AUTO STEPPER: increasing time step, dt = 52.0329 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 208 : 2730.63 ===== 1 Nonlinear solution status: time= 2730.63 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.839267e-11 1.616867e-07 0.000000e+00 energy 2.936392e-08 5.880150e-11 2.936392e-10 displacement 1.115785e-05 1.115785e-05 1.115785e-09 fluid pressure 3.280389e-05 3.280389e-05 3.280389e-09 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2730.63 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.839267e-11 2.080854e-12 0.000000e+00 energy 2.936392e-08 3.750061e-15 2.936392e-10 displacement 1.115785e-05 9.934498e-11 1.118052e-09 fluid pressure 3.280389e-05 6.088103e-09 3.321353e-09 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 3 Nonlinear solution status: time= 2730.63 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.839267e-11 2.228629e-13 0.000000e+00 energy 2.936392e-08 1.844398e-19 2.936392e-10 displacement 1.115785e-05 7.970127e-15 1.118030e-09 fluid pressure 3.280389e-05 5.646088e-13 3.321773e-09 convergence summary number of iterations : 3 number of reformations : 3 ------- converged at time : 2730.63 AUTO STEPPER: increasing time step, dt = 55.8485 MUST POINT CONTROLLER: adjusting time step. dt = 12.2671 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 209 : 2742.9 ===== 1 Nonlinear solution status: time= 2742.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.165401e-12 8.297523e-09 0.000000e+00 energy 1.386704e-09 6.300246e-13 1.386704e-11 displacement 5.833100e-07 5.833100e-07 5.833100e-11 fluid pressure 1.688444e-06 1.688444e-06 1.688444e-10 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2742.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.165401e-12 8.358297e-14 0.000000e+00 energy 1.386704e-09 6.791396e-18 1.386704e-11 displacement 5.833100e-07 3.627406e-13 5.835488e-11 fluid pressure 1.688444e-06 1.675255e-10 1.705017e-10 convergence summary number of iterations : 2 number of reformations : 2 ------- converged at time : 2742.9 AUTO STEPPER: increasing time step, dt = 22.6737 MUST POINT CONTROLLER: adjusting time step. dt = 0.1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 ===== beginning time step 210 : 2743 ===== 1 Nonlinear solution status: time= 2743 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.376663e-14 5.001596e-13 0.000000e+00 energy 8.929886e-14 2.823872e-20 8.929886e-16 displacement 3.875680e-11 3.875680e-11 3.875680e-15 fluid pressure 1.147432e-10 1.147432e-10 1.147432e-14 Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 563 Nr of nonzeroes in stiffness matrix ....... : 14794 2 Nonlinear solution status: time= 2743 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.376663e-14 8.515405e-19 0.000000e+00 energy 8.929886e-14 7.514307e-23 8.929886e-16 displacement 3.875680e-11 1.453553e-20 3.875696e-15 fluid pressure 1.147432e-10 2.421353e-16 1.147121e-14 convergence summary number of iterations : 2 number of reformations : 2 ------- converged at time : 2743 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 .................... : 210 Total number of equilibrium iterations ............ : 687 Average number of equilibrium iterations .......... : 3.27143 Total number of right hand evaluations ............ : 952 Total number of stiffness reformations ............ : 707 Time in solver: 0:00:02 Elapsed time : 0:00:10 N O R M A L T E R M I N A T I O N