=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 2 . 11195 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_compression.feb Plot file : FeBio_custom_compression.xplt Log file : FeBio_custom_compression.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 69108 Number of solid elements ....................... : 101035 Number of shell elements ....................... : 96306 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 20 Time step size ................................. : 0.05 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 50 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0.05 Number of loadcurves ........................... : 1 SOLVER PARAMETERS =========================================================================== lstol ............................................. : 0.9 lsmin ............................................. : 0.01 lsiter ............................................ : 5 max_refs .......................................... : 25 max_ups ........................................... : 0 qn_max_buffer_size ................................ : 0 qn_cycle_buffer ................................... : true cmax .............................................. : 100000 qnmethod .......................................... : 1 check_zero_diagonal ............................... : true zero_diagonal_tol ................................. : 0 equation_scheme ................................... : 0 force_partition ................................... : 0 reform_each_time_step ............................. : true diverge_reform .................................... : true do_reforms ........................................ : true dtol .............................................. : 0.01 etol .............................................. : 0.1 rtol .............................................. : 0 min_residual ...................................... : 0.001 max_residual ...................................... : 0 rhoi .............................................. : -2 alpha ............................................. : 1 beta .............................................. : 0.25 gamma ............................................. : 0.5 symmetric_stiffness ............................... : false logSolve .......................................... : false OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) rigid position (type = vec3f, format = REGION) rigid angular position (type = vec3f, format = REGION) rigid force (type = vec3f, format = REGION) rigid torque (type = vec3f, format = REGION) fiber stretch (type = float, format = ITEM) Surface Variables: contact gap (type = float, format = ITEM) contact pressure (type = float, format = ITEM) contact traction (type = vec3f, format = ITEM) MATERIAL DATA =========================================================================== 1 - FMB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -2.66,17.5,6.47 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,-15.35 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-09 k ................................................. : 5.35e+06 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.000197149 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 535 lam_max ........................................... : 1.046 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,6.47 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.682434,17.2745,6.47 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -2.66, 17.5, 6.47 mass : 6.85205e-316 Ixx Ixy Ixz : 2.96439e-323, 2.122e-314, 3.95253e-322 Ixy Iyy Iyz : 2.122e-314, 5.50965e-310, 3.16202e-322 Ixz Iyz Izz : 3.95253e-322, 3.16202e-322, 6.85205e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0.385, 12.8662, -15.35 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.85245e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.85245e-316 Ixz Iyz Izz : 6.85245e-316, 6.85245e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 0.385, 12.8662, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : 0.682434, 17.2745, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== LOADCURVE DATA =========================================================================== 1 0 0 1 -2.92 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : unsymmetric ===== beginning time step 1 : 0.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369142 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.323795e+13 3.009317e+07 0.000000e+00 energy 7.993323e+06 2.492669e+01 7.993323e+05 displacement 2.136898e+02 2.136898e+02 2.136898e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369394 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.323795e+13 2.549618e-02 0.000000e+00 energy 7.993323e+06 5.855572e-04 7.993323e+05 displacement 2.136898e+02 3.382457e-02 2.137168e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369394 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.323795e+13 1.840580e-05 0.000000e+00 energy 7.993323e+06 1.379143e-09 7.993323e+05 displacement 2.136898e+02 3.487798e-05 2.137142e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.242503e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.283148e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -2.62318 17.4215 6.35251 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.35251 5 0.677331 17.1988 6.35251 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 58.7701 -95.1386 -149.22 2 -58.7701 95.1386 149.22 4 4.25007e-13 -5.31259e-14 0 5 7.64363e-14 7.27825e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 4024.31 -821.622 2108.99 2 -5409.31 -4.95675 -2127.46 4 -4.71853e-29 -3.77482e-28 -1.88935e-12 5 0 0 -2.42626e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -5.01444e-13 -7.22512e-12 0 2 0 0 0 3 -4.25007e-13 5.31259e-14 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369394 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324012e+13 3.022855e+07 0.000000e+00 energy 7.994269e+06 2.574197e+01 7.994269e+05 displacement 2.136648e+02 2.136648e+02 2.136648e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369970 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324012e+13 2.714488e-02 0.000000e+00 energy 7.994269e+06 5.857436e-04 7.994269e+05 displacement 2.136648e+02 3.388990e-02 2.136869e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369970 3 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324012e+13 2.669854e-05 0.000000e+00 energy 7.994269e+06 1.676934e-09 7.994269e+05 displacement 2.136648e+02 4.404008e-05 2.136827e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.478924e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.566295e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -2.58636 17.3431 6.23503 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.23503 5 0.672228 17.1232 6.23503 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 119.194 -192.672 -302.269 2 -119.194 192.672 302.269 4 8.50015e-13 -1.06252e-13 0 5 1.7293e-13 1.48601e-11 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 8151.9 -1666.91 4273.94 2 -10957.5 -7.74184 -4312.82 4 -9.43706e-29 -7.54965e-28 -3.7787e-12 5 0 0 -4.95444e-11 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -1.02294e-12 -1.47538e-11 0 2 0 0 0 3 -8.50015e-13 1.06252e-13 0 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369970 1 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324233e+13 3.036636e+07 0.000000e+00 energy 7.995229e+06 2.653720e+01 7.995229e+05 displacement 2.136343e+02 2.136343e+02 2.136343e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370294 2 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324233e+13 2.882893e-02 0.000000e+00 energy 7.995229e+06 6.022006e-04 7.995229e+05 displacement 2.136343e+02 3.392956e-02 2.136580e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370294 3 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324233e+13 3.239208e-05 0.000000e+00 energy 7.995229e+06 1.811040e-09 7.995229e+05 displacement 2.136343e+02 4.995993e-05 2.136532e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.341977e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.952458e-18 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -2.54954 17.2646 6.11754 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.11754 5 0.667124 17.0476 6.11754 Data Record #2 =========================================================================== Step = 3 Time = 0.15 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Forces 1 181.328 -292.671 -459.266 2 -181.328 292.671 459.266 4 -3.46945e-14 -7.15573e-14 0 5 -8.27246e-13 -1.33205e-11 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 12386 -2536.65 6496.78 2 -16648.9 -8.28183 -6558.08 4 -6.35557e-29 3.08149e-29 1.31659e-13 5 0 0 4.49565e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 8.61941e-13 1.33921e-11 0 2 0 0 0 3 3.46945e-14 7.15573e-14 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370294 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324460e+13 3.050829e+07 0.000000e+00 energy 7.996203e+06 2.736066e+01 7.996203e+05 displacement 2.136059e+02 2.136059e+02 2.136059e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370618 2 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324460e+13 3.066201e-02 0.000000e+00 energy 7.996203e+06 6.177072e-04 7.996203e+05 displacement 2.136059e+02 3.397357e-02 2.136312e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370618 3 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324460e+13 3.980011e-05 0.000000e+00 energy 7.996203e+06 1.970798e-09 7.996203e+05 displacement 2.136059e+02 5.697176e-05 2.136259e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.873240e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.958382e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -2.51272 17.1861 6.00005 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.00005 5 0.662021 16.9719 6.00005 Data Record #2 =========================================================================== Step = 4 Time = 0.2 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Forces 1 245.231 -395.212 -620.336 2 -245.231 395.212 620.336 4 -6.93889e-13 -5.20417e-14 0 5 3.5345e-13 -5.81132e-12 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 16730.1 -3431.65 8779.53 2 -22488.1 -6.50064 -8865.36 4 -4.62223e-29 6.16298e-28 3.04338e-12 5 0 0 1.96747e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 3.40439e-13 5.86337e-12 0 2 0 0 0 3 6.93889e-13 5.20417e-14 0 Data Record #6 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 5 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370618 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324691e+13 3.065450e+07 0.000000e+00 energy 7.997191e+06 2.821345e+01 7.997191e+05 displacement 2.135797e+02 2.135797e+02 2.135797e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370726 2 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324691e+13 3.266535e-02 0.000000e+00 energy 7.997191e+06 6.318301e-04 7.997191e+05 displacement 2.135797e+02 3.402261e-02 2.136069e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370726 3 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324691e+13 4.954415e-05 0.000000e+00 energy 7.997191e+06 2.160621e-09 7.997191e+05 displacement 2.135797e+02 6.532203e-05 2.136009e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.379920e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.298328e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -2.47589 17.1077 5.88257 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.88257 5 0.656917 16.8963 5.88257 Data Record #2 =========================================================================== Step = 5 Time = 0.25 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Forces 1 310.966 -500.371 -785.607 2 -310.966 500.371 785.606 4 -3.1225e-13 -1.06252e-13 0 5 4.73796e-13 1.47668e-12 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 21187.6 -4352.74 11124.3 2 -28479.6 -2.31936 -11236.8 4 -9.43706e-29 2.77334e-28 1.34488e-12 5 0 0 -4.61701e-12 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -1.61546e-13 -1.37043e-12 0 2 0 0 0 3 3.1225e-13 1.06252e-13 0 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370726 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324928e+13 3.080516e+07 0.000000e+00 energy 7.998195e+06 2.909671e+01 7.998195e+05 displacement 2.135559e+02 2.135559e+02 2.135559e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370510 2 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324928e+13 3.486502e-02 0.000000e+00 energy 7.998195e+06 6.440238e-04 7.998195e+05 displacement 2.135559e+02 3.407750e-02 2.135851e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370510 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.324928e+13 6.251020e-05 0.000000e+00 energy 7.998195e+06 2.385045e-09 7.998195e+05 displacement 2.135559e+02 7.532029e-05 2.135783e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.652669e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.181651e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -2.43907 17.0292 5.76508 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.76508 5 0.651814 16.8206 5.76508 Data Record #2 =========================================================================== Step = 6 Time = 0.3 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Forces 1 378.595 -608.228 -955.212 2 -378.595 608.228 955.212 4 -1.17961e-12 -6.93889e-14 0 5 -5.24754e-13 -2.64025e-11 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 25762.1 -5300.81 13533.2 2 -34628.4 4.34382 -13674.8 4 -6.16298e-29 1.04771e-27 5.17942e-12 5 0 0 8.88649e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 1.70437e-12 2.64719e-11 0 2 0 0 0 3 1.17961e-12 6.93889e-14 0 Data Record #6 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 7 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370510 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325171e+13 3.096047e+07 0.000000e+00 energy 7.999213e+06 3.001166e+01 7.999213e+05 displacement 2.135346e+02 2.135346e+02 2.135346e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370690 2 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325171e+13 3.729342e-02 0.000000e+00 energy 7.999213e+06 6.535852e-04 7.999213e+05 displacement 2.135346e+02 3.413922e-02 2.135661e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370690 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325171e+13 7.998230e-05 0.000000e+00 energy 7.999213e+06 2.648166e-09 7.999213e+05 displacement 2.135346e+02 8.736102e-05 2.135583e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.614187e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.621410e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -2.40225 16.9507 5.6476 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.6476 5 0.64671 16.745 5.6476 Data Record #2 =========================================================================== Step = 7 Time = 0.35 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Forces 1 448.186 -718.867 -1129.29 2 -448.186 718.867 1129.29 4 1.59595e-12 -2.86229e-13 0 5 -4.09828e-13 1.63845e-11 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 30457.6 -6276.77 16008.6 2 -40939.4 13.5737 -16181.7 4 -2.54223e-28 -1.41748e-27 -7.12051e-12 5 0 0 -5.40748e-11 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.18612e-12 -1.60982e-11 0 2 0 0 0 3 -1.59595e-12 2.86229e-13 0 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2370690 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325418e+13 3.112060e+07 0.000000e+00 energy 8.000248e+06 3.095951e+01 8.000248e+05 displacement 2.135160e+02 2.135160e+02 2.135160e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2371014 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325418e+13 3.999143e-02 0.000000e+00 energy 8.000248e+06 6.596030e-04 8.000248e+05 displacement 2.135160e+02 3.420900e-02 2.135500e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2371014 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325418e+13 1.038519e-04 0.000000e+00 energy 8.000248e+06 2.953116e-09 8.000248e+05 displacement 2.135160e+02 1.019510e-04 2.135411e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.174648e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.943979e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -2.36543 16.8723 5.53011 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.53011 5 0.641607 16.6694 5.53011 Data Record #2 =========================================================================== Step = 8 Time = 0.4 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Forces 1 519.808 -832.372 -1307.99 2 -519.808 832.372 1307.99 4 -2.498e-12 -6.50521e-14 0 5 1.26201e-12 -1.16617e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 35277.9 -7281.57 18552.9 2 -47418 25.4584 -18759.9 4 -5.77779e-29 1.72563e-27 8.54546e-12 5 0 0 3.93494e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 6.80879e-13 1.17267e-11 0 2 -5.55112e-13 0 0 3 1.94289e-12 6.50521e-14 0 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2371014 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325672e+13 3.128576e+07 0.000000e+00 energy 8.001298e+06 3.194158e+01 8.001298e+05 displacement 2.135003e+02 2.135003e+02 2.135003e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2371554 2 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325672e+13 4.301146e-02 0.000000e+00 energy 8.001298e+06 6.608892e-04 8.001298e+05 displacement 2.135003e+02 3.428834e-02 2.135370e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2371554 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325672e+13 1.369496e-04 0.000000e+00 energy 8.001298e+06 3.300629e-09 8.001298e+05 displacement 2.135003e+02 1.197471e-04 2.135269e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.095688e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.906150e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -2.32861 16.7938 5.41262 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.41262 5 0.636503 16.5937 5.41262 Data Record #2 =========================================================================== Step = 9 Time = 0.45 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Forces 1 593.534 -948.833 -1491.46 2 -593.534 948.833 1491.46 4 1.31839e-12 -3.51282e-13 0 5 3.33934e-13 3.12294e-11 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 40227.1 -8316.19 21168.5 2 -54069.5 40.0891 -21412.1 4 -3.12001e-28 -1.664e-27 -8.3634e-12 5 0 0 -1.03706e-10 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -2.20744e-12 -3.08781e-11 0 2 -5.55112e-13 0 0 3 -1.8735e-12 3.51282e-13 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2371554 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325932e+13 3.145616e+07 0.000000e+00 energy 8.002366e+06 3.295920e+01 8.002366e+05 displacement 2.134876e+02 2.134876e+02 2.134876e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372058 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325932e+13 4.642185e-02 0.000000e+00 energy 8.002366e+06 6.558828e-04 8.002366e+05 displacement 2.134876e+02 3.437911e-02 2.135274e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372058 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.325932e+13 1.835841e-04 0.000000e+00 energy 8.002366e+06 3.685988e-09 8.002366e+05 displacement 2.134876e+02 1.416092e-04 2.135158e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.037801e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.567523e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -2.29179 16.7153 5.29514 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.29514 5 0.6314 16.5181 5.29514 Data Record #2 =========================================================================== Step = 10 Time = 0.5 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Forces 1 669.441 -1068.34 -1679.85 2 -669.441 1068.34 1679.85 4 -6.245e-13 -2.47198e-13 0 5 4.11997e-13 3.26562e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 45309.5 -9381.66 23858 2 -60899.7 57.5605 -24141 4 -2.19556e-28 6.16298e-29 2.32361e-13 5 0 0 -1.01661e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -3.42608e-13 -3.01842e-12 0 2 -5.55112e-13 0 0 3 6.93889e-14 2.47198e-13 0 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372058 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326198e+13 3.163202e+07 0.000000e+00 energy 8.003451e+06 3.401377e+01 8.003451e+05 displacement 2.134782e+02 2.134782e+02 2.134782e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372418 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326198e+13 5.031348e-02 0.000000e+00 energy 8.003451e+06 6.425142e-04 8.003451e+05 displacement 2.134782e+02 3.448370e-02 2.135215e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372418 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326198e+13 2.504411e-04 0.000000e+00 energy 8.003451e+06 4.094472e-09 8.003451e+05 displacement 2.134782e+02 1.686748e-04 2.135081e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.516593e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.017059e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -2.25497 16.6369 5.17765 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.17765 5 0.626296 16.4425 5.17765 Data Record #2 =========================================================================== Step = 11 Time = 0.55 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Forces 1 747.607 -1190.99 -1873.33 2 -747.607 1190.99 1873.33 4 -2.56739e-12 -1.38778e-13 0 5 4.72712e-13 -2.498e-11 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 50529.7 -10479 26624.2 2 -67914.3 77.9708 -26949.4 4 -1.2326e-28 1.78726e-27 8.82941e-12 5 0 0 8.43051e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 1.53957e-12 2.51188e-11 0 2 -5.55112e-13 0 0 3 2.01228e-12 1.38778e-13 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372418 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326471e+13 3.181359e+07 0.000000e+00 energy 8.004553e+06 3.510675e+01 8.004553e+05 displacement 2.134722e+02 2.134722e+02 2.134722e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372346 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326471e+13 5.480968e-02 0.000000e+00 energy 8.004553e+06 6.180107e-04 8.004553e+05 displacement 2.134722e+02 3.460515e-02 2.135194e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372346 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326471e+13 3.481065e-04 0.000000e+00 energy 8.004553e+06 4.492990e-09 8.004553e+05 displacement 2.134722e+02 2.024668e-04 2.135040e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.781602e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.374953e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -2.21815 16.5584 5.06016 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.06016 5 0.621193 16.3668 5.06016 Data Record #2 =========================================================================== Step = 12 Time = 0.6 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Forces 1 828.115 -1316.89 -2072.07 2 -828.115 1316.89 2072.07 4 1.31839e-12 -3.90313e-13 0 5 4.77049e-14 1.81539e-11 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 55892.1 -11609.5 29469.8 2 -75119.5 101.422 -29840.3 4 -3.46667e-28 -1.17097e-27 -5.92792e-12 5 0 0 -5.96816e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -1.36609e-12 -1.77636e-11 0 2 0 0 0 3 -1.31839e-12 3.90313e-13 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372346 1 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326750e+13 3.200110e+07 0.000000e+00 energy 8.005674e+06 3.623966e+01 8.005674e+05 displacement 2.134700e+02 2.134700e+02 2.134700e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372382 2 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326750e+13 6.008170e-02 0.000000e+00 energy 8.005674e+06 5.786113e-04 8.005674e+05 displacement 2.134700e+02 3.474743e-02 2.135216e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372382 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.326750e+13 4.937175e-04 0.000000e+00 energy 8.005674e+06 4.814563e-09 8.005674e+05 displacement 2.134700e+02 2.450516e-04 2.135037e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.042134e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.532109e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -2.18132 16.4799 4.94268 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.94268 5 0.616089 16.2912 4.94268 Data Record #2 =========================================================================== Step = 13 Time = 0.65 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Forces 1 911.051 -1446.12 -2276.24 2 -911.051 1446.12 2276.24 4 4.16334e-13 -3.64292e-13 0 5 -9.36751e-13 -1.0044e-11 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 61401.7 -12774.1 32397.8 2 -82521.7 128.02 -32816.7 4 -3.23556e-28 -3.69779e-28 -1.94367e-12 5 0 0 3.49066e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 5.20417e-13 1.04083e-11 0 2 0 0 0 3 -4.16334e-13 3.64292e-13 0 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2372382 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327036e+13 3.219483e+07 0.000000e+00 energy 8.006814e+06 3.741406e+01 8.006814e+05 displacement 2.134718e+02 2.134718e+02 2.134718e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373066 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327036e+13 6.637337e-02 0.000000e+00 energy 8.006814e+06 5.191420e-04 8.006814e+05 displacement 2.134718e+02 3.491575e-02 2.135284e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373066 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327036e+13 7.157065e-04 0.000000e+00 energy 8.006814e+06 4.929631e-09 8.006814e+05 displacement 2.134718e+02 2.992744e-04 2.135076e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.844947e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.576224e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -2.1445 16.4015 4.82519 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.82519 5 0.610986 16.2155 4.82519 Data Record #2 =========================================================================== Step = 14 Time = 0.7 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Forces 1 996.505 -1578.81 -2486.02 2 -996.505 1578.81 2486.02 4 -1.38778e-13 -3.29597e-13 0 5 1.38778e-13 -2.51535e-12 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 67063.5 -13974.2 35411.3 2 -90127.5 157.874 -35882 4 -2.92741e-28 1.2326e-28 5.13738e-13 5 0 0 9.50905e-12 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 0 2.84495e-12 0 2 0 0 0 3 1.38778e-13 3.29597e-13 0 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373066 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327330e+13 3.239505e+07 0.000000e+00 energy 8.007974e+06 3.863159e+01 8.007974e+05 displacement 2.134778e+02 2.134778e+02 2.134778e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373246 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327330e+13 7.404170e-02 0.000000e+00 energy 8.007974e+06 4.323668e-04 8.007974e+05 displacement 2.134778e+02 3.511712e-02 2.135402e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373246 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327330e+13 1.062550e-03 0.000000e+00 energy 8.007974e+06 4.595125e-09 8.007974e+05 displacement 2.134778e+02 3.691200e-04 2.135159e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.400354e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.789376e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -2.10768 16.323 4.70771 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.70771 5 0.605882 16.1399 4.70771 Data Record #2 =========================================================================== Step = 15 Time = 0.75 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Forces 1 1084.57 -1715.05 -2701.61 2 -1084.57 1715.05 2701.61 4 2.77556e-13 -3.90313e-13 0 5 2.25514e-13 4.76182e-12 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 72882.6 -15210.9 38513.5 2 -97943.7 191.098 -39039.4 4 -3.46667e-28 -2.46519e-28 -1.33964e-12 5 0 0 -1.47249e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -5.0307e-13 -4.3715e-12 0 2 0 0 0 3 -2.77556e-13 3.90313e-13 0 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373246 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327631e+13 3.260207e+07 0.000000e+00 energy 8.009153e+06 3.989395e+01 8.009153e+05 displacement 2.134884e+02 2.134884e+02 2.134884e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373642 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327631e+13 8.362605e-02 0.000000e+00 energy 8.009153e+06 3.079707e-04 8.009153e+05 displacement 2.134884e+02 3.536113e-02 2.135574e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373642 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327631e+13 1.619458e-03 0.000000e+00 energy 8.009153e+06 3.354369e-09 8.009153e+05 displacement 2.134884e+02 4.602770e-04 2.135288e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.384033e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.797095e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -2.07086 16.2445 4.59022 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.59022 5 0.600779 16.0643 4.59022 Data Record #2 =========================================================================== Step = 16 Time = 0.8 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Forces 1 1175.35 -1854.97 -2923.21 2 -1175.35 1854.97 2923.21 4 -6.93889e-13 -3.55618e-13 0 5 -6.85216e-13 -2.34448e-11 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 78864.6 -16485.6 41707.8 2 -105978 227.81 -42292.6 4 -3.15853e-28 6.16298e-28 2.95309e-12 5 0 0 7.98623e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.37911e-12 2.38004e-11 0 2 0 0 0 3 6.93889e-13 3.55618e-13 0 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373642 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327940e+13 3.281619e+07 0.000000e+00 energy 8.010354e+06 4.120290e+01 8.010354e+05 displacement 2.135038e+02 2.135038e+02 2.135038e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374110 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327940e+13 9.597079e-02 0.000000e+00 energy 8.010354e+06 1.309192e-04 8.010354e+05 displacement 2.135038e+02 3.566124e-02 2.135806e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374110 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.327940e+13 2.541479e-03 0.000000e+00 energy 8.010354e+06 3.442737e-10 8.010354e+05 displacement 2.135038e+02 5.810480e-04 2.135468e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.494941e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.086109e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -2.03404 16.1661 4.47273 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.47273 5 0.595675 15.9886 4.47273 Data Record #2 =========================================================================== Step = 17 Time = 0.85 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Forces 1 1268.95 -1998.67 -3151.01 2 -1268.94 1998.67 3151.01 4 9.71445e-13 -4.85723e-13 0 5 -6.37511e-13 1.94289e-12 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 85015.2 -17799.7 44997.7 2 -114236 268.133 -45645.2 4 -4.31408e-28 -8.62817e-28 -4.42687e-12 5 0 0 -4.9458e-12 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -3.33934e-13 -1.45717e-12 0 2 0 0 0 3 -9.71445e-13 4.85723e-13 0 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374110 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328258e+13 3.303775e+07 0.000000e+00 energy 8.011576e+06 4.256030e+01 8.011576e+05 displacement 2.135244e+02 2.135244e+02 2.135244e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373966 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328258e+13 1.124529e-01 0.000000e+00 energy 8.011576e+06 1.212822e-04 8.011576e+05 displacement 2.135244e+02 3.603682e-02 2.136104e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373966 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328258e+13 4.122147e-03 0.000000e+00 energy 8.011576e+06 6.098207e-09 8.011576e+05 displacement 2.135244e+02 7.438663e-04 2.135703e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.713909e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.491484e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -1.99722 16.0876 4.35525 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.35525 5 0.590572 15.913 4.35525 Data Record #2 =========================================================================== Step = 18 Time = 0.9 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Forces 1 1365.46 -2146.29 -3385.24 2 -1365.46 2146.29 3385.24 4 1.38778e-12 -5.46438e-13 0 5 -5.50775e-13 9.22006e-12 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 91340.2 -19154.5 48386.8 2 -122728 312.193 -49101.1 4 -4.85334e-28 -1.2326e-27 -6.28025e-12 5 0 0 -2.91798e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -8.37004e-13 -8.67362e-12 0 2 0 0 0 3 -1.38778e-12 5.46438e-13 0 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2373966 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328583e+13 3.326710e+07 0.000000e+00 energy 8.012820e+06 4.396805e+01 8.012820e+05 displacement 2.135507e+02 2.135507e+02 2.135507e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374470 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328583e+13 1.354269e-01 0.000000e+00 energy 8.012820e+06 4.833469e-04 8.012820e+05 displacement 2.135507e+02 3.651660e-02 2.136474e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374434 3 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328583e+13 6.943370e-03 0.000000e+00 energy 8.012820e+06 1.926616e-08 8.012820e+05 displacement 2.135507e+02 9.679243e-04 2.135995e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.535426e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.098072e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -1.9604 16.0091 4.23776 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.23776 5 0.585468 15.8373 4.23776 Data Record #2 =========================================================================== Step = 19 Time = 0.95 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Forces 1 1465.01 -2297.94 -3626.12 2 -1465.01 2297.94 3626.12 4 -5.55112e-13 -4.42354e-13 0 5 7.1991e-13 -1.0842e-12 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 97846 -20551.7 51879.1 2 -131461 360.123 -52664.3 4 -3.9289e-28 4.93038e-28 2.31552e-12 5 0 0 5.06525e-12 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -1.64799e-13 1.52656e-12 0 2 0 0 0 3 5.55112e-13 4.42354e-13 0 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374434 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.328918e+13 3.350463e+07 0.000000e+00 energy 8.014087e+06 4.542814e+01 8.014087e+05 displacement 2.135829e+02 2.135829e+02 2.135829e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374506 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 2.328918e+13 1.691524e-01 0.000000e+00 energy 8.014087e+06 1.010871e-03 8.014087e+05 displacement 2.135829e+02 3.714491e-02 2.136928e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2374506 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 2.328918e+13 1.222322e-02 0.000000e+00 energy 8.014087e+06 4.594271e-08 8.014087e+05 displacement 2.135829e+02 1.283941e-03 2.136349e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.222467e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.594315e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -1.92358 15.9306 4.12027 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.12027 5 0.580365 15.7617 4.12027 Data Record #2 =========================================================================== Step = 20 Time = 1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 1567.71 -2453.76 -3873.89 2 -1567.71 2453.76 3873.89 4 -2.77556e-13 -4.85723e-13 0 5 -2.68882e-13 -1.17267e-11 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 104539 -21992.7 55478.6 2 -140443 412.059 -56339.1 4 -4.31408e-28 2.46519e-28 1.07907e-12 5 0 0 4.09426e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 5.46438e-13 1.22125e-11 0 2 0 0 0 3 2.77556e-13 4.85723e-13 0 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 60 Average number of equilibrium iterations .......... : 3 Total number of right hand evaluations ............ : 80 Total number of stiffness reformations ............ : 60 Time in linear solver: 0:00:40 Elapsed time : 0:01:27 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:27 (87 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:01 (1 sec) evaluating stiffness ......... : 0:00:18 (18 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:28 (28 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:40 (40 sec) Total elapsed time .............. : 0:01:28 (88 sec) N O R M A L T E R M I N A T I O N