=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_tension_r100.0.feb Plot file : FeBio_custom_tension_r100.0.xplt Log file : FeBio_custom_tension_r100.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 62804 Number of solid elements ....................... : 63083 Number of shell elements ....................... : 97200 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 .................................... : 18.69,24.12,-2.846 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 2.985,-4.183,14.1225 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-09 k ................................................. : 34039.4 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 8.78858e-05 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 340.394 lam_max ........................................... : 1.046 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 2.985,-4.183,-2.846 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 17.3097,24.8022,-2.846 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : 18.69, 24.12, -2.846 mass : 5.36929e-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, 5.36929e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 2.985, -4.183, 14.1225 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 5.36969e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.3697e-316 Ixz Iyz Izz : 5.36969e-316, 5.3697e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 2.985, -4.183, -2.846 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 : 17.3097, 24.8022, -2.846 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 3.2 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553661 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 1.194104e+09 8.533377e+06 0.000000e+00 energy 3.854892e+04 2.368246e-01 3.854892e+03 displacement 1.024990e+02 1.024990e+02 1.024990e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553553 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 1.194104e+09 1.810800e-03 0.000000e+00 energy 3.854892e+04 8.100815e-05 3.854892e+03 displacement 1.024990e+02 6.557310e-02 1.024602e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553517 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 1.194104e+09 8.709418e-05 0.000000e+00 energy 3.854892e+04 9.275014e-08 3.854892e+03 displacement 1.024990e+02 7.242601e-03 1.022230e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.685244e-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 : 1.073736e-15 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 18.7548 24.2131 -2.95887 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.95887 5 17.3593 24.9027 -2.95887 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 0.752537 0.895003 -1.33168 2 -0.752491 -0.895027 1.33166 4 -9.64506e-12 4.71845e-12 0 5 2.15323e-11 1.93595e-11 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 21.3277 -17.358 0.152841 2 1.19827 9.21141 7.10161 4 8.38165e-27 1.71331e-26 3.47154e-10 5 0 0 4.13449e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -1.18872e-11 -2.4078e-11 0 2 0 0 0 3 9.64506e-12 -4.71845e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553481 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193846e+09 8.533317e+06 0.000000e+00 energy 3.854117e+04 2.133338e-01 3.854117e+03 displacement 1.020156e+02 1.020156e+02 1.020156e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553301 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 1.193846e+09 3.178712e-03 0.000000e+00 energy 3.854117e+04 2.720270e-04 3.854117e+03 displacement 1.020156e+02 6.665450e-02 1.018888e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553301 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 1.193846e+09 2.275640e-05 0.000000e+00 energy 3.854117e+04 7.187373e-08 3.854117e+03 displacement 1.020156e+02 3.334150e-03 1.017282e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.121239e-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 : 5.340695e-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 : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 18.8196 24.3061 -3.07173 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.07173 5 17.409 25.0033 -3.07173 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 1.87098 2.29474 -3.30874 2 -1.87091 -2.29477 3.30869 4 -4.85723e-12 2.22045e-12 0 5 7.54605e-12 3.27863e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 51.995 -43.9486 -1.66736 2 2.81088 23.7252 18.6327 4 3.9443e-27 8.62817e-27 1.72595e-10 5 0 0 9.42484e-12 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -2.68882e-12 -5.49907e-12 0 2 0 0 0 3 4.85723e-12 -2.22045e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553301 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 1.193594e+09 8.533268e+06 0.000000e+00 energy 3.853347e+04 2.422240e-01 3.853347e+03 displacement 1.012736e+02 1.012736e+02 1.012736e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553049 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 1.193594e+09 1.094983e-02 0.000000e+00 energy 3.853347e+04 2.864645e-04 3.853347e+03 displacement 1.012736e+02 9.179119e-02 1.007260e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553013 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 1.193594e+09 4.572333e-04 0.000000e+00 energy 3.853347e+04 4.914717e-07 3.853347e+03 displacement 1.012736e+02 6.574543e-03 1.005536e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.723854e-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 : 1.576519e-15 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 18.8844 24.3992 -3.1846 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.1846 5 17.4587 25.1038 -3.1846 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 3.61893 4.55065 -6.39165 2 -3.61874 -4.55072 6.39143 4 1.40166e-11 -7.21645e-12 0 5 -6.41848e-12 2.26902e-11 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 98.6242 -86.0194 -6.45772 2 5.30104 47.0256 37.5391 4 -1.2819e-26 -2.48984e-26 -5.09646e-10 5 0 0 2.65422e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -7.59809e-12 -1.54737e-11 0 2 0 0 0 3 -1.40166e-11 7.21645e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553013 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193344e+09 8.533245e+06 0.000000e+00 energy 3.852568e+04 2.652987e-01 3.852568e+03 displacement 9.959701e+01 9.959701e+01 9.959701e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553121 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 1.193344e+09 3.835489e+00 0.000000e+00 energy 3.852568e+04 1.634562e-02 3.852568e+03 displacement 9.959701e+01 6.092216e-01 9.964738e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553229 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 1.193344e+09 2.200838e+00 0.000000e+00 energy 3.852568e+04 9.495384e-04 3.852568e+03 displacement 9.959701e+01 3.494732e-01 9.843703e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553193 4 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193344e+09 1.438883e-03 0.000000e+00 energy 3.852568e+04 3.698817e-05 3.852568e+03 displacement 9.959701e+01 8.682476e-03 9.831423e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.224248e-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 : 1.068139e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 18.9492 24.4923 -3.29746 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.29746 5 17.5084 25.2043 -3.29746 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 6.26162 8.0148 -11.0394 2 -6.26158 -8.01483 11.0393 4 -9.71445e-12 4.44089e-12 0 5 1.50921e-11 6.55725e-12 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 167.687 -149.468 -14.9319 2 9.22408 82.2772 66.5885 4 7.88861e-27 1.72563e-26 3.45189e-10 5 0 0 1.88497e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -5.37764e-12 -1.09981e-11 0 2 0 0 0 3 9.71445e-12 -4.44089e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553229 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 1.193091e+09 8.533254e+06 0.000000e+00 energy 3.851757e+04 2.839309e-01 3.851757e+03 displacement 9.676617e+01 9.676617e+01 9.676617e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552653 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 1.193091e+09 2.907469e+00 0.000000e+00 energy 3.851757e+04 1.222012e-02 3.851757e+03 displacement 9.676617e+01 4.231366e-01 9.461917e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552581 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 1.193091e+09 1.070471e+00 0.000000e+00 energy 3.851757e+04 6.261289e-04 3.851757e+03 displacement 9.676617e+01 2.342190e-01 9.497463e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552617 4 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193091e+09 3.997499e-04 0.000000e+00 energy 3.851757e+04 1.283448e-05 3.851757e+03 displacement 9.676617e+01 3.765050e-03 9.506733e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.333656e-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 : 1.036755e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 19.0141 24.5853 -3.41033 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.41033 5 17.5581 25.3049 -3.41033 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 10.0457 13.0211 -17.6777 2 -10.0457 -13.0211 17.6777 4 9.15934e-12 -4.85723e-12 0 5 1.11022e-12 2.58127e-11 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 265.148 -239.404 -27.7434 2 15.1239 132.192 107.999 4 -8.62817e-27 -1.62703e-26 -3.35063e-10 5 0 0 3.59313e-11 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -1.02696e-11 -2.09555e-11 0 2 0 0 0 3 -9.15934e-12 4.85723e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552653 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192846e+09 8.533288e+06 0.000000e+00 energy 3.850892e+04 2.952057e-01 3.850892e+03 displacement 9.333669e+01 9.333669e+01 9.333669e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552545 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 1.192846e+09 8.921332e-01 0.000000e+00 energy 3.850892e+04 5.885473e-03 3.850892e+03 displacement 9.333669e+01 2.745413e-01 9.130602e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552473 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 1.192846e+09 2.834717e-01 0.000000e+00 energy 3.850892e+04 1.698593e-04 3.850892e+03 displacement 9.333669e+01 1.187781e-01 9.161773e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552473 4 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192846e+09 8.972905e-06 0.000000e+00 energy 3.850892e+04 9.781275e-07 3.850892e+03 displacement 9.333669e+01 5.319432e-04 9.165219e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.921639e-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 : 5.003708e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 19.0789 24.6784 -3.52319 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.52319 5 17.6078 25.4054 -3.52319 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 15.193 19.8831 -26.6914 2 -15.193 -19.8831 26.6914 4 -2.77556e-13 -4.16334e-13 0 5 -1.27329e-11 -2.57433e-11 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 396.354 -360.502 -45.3281 2 23.148 199.028 163.818 4 -7.39557e-28 4.93038e-28 2.08116e-12 5 0 0 -4.49846e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 1.30104e-11 2.61596e-11 0 2 0 0 0 3 2.77556e-13 4.16334e-13 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552473 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 1.192625e+09 8.533341e+06 0.000000e+00 energy 3.849977e+04 2.799907e-01 3.849977e+03 displacement 9.004127e+01 9.004127e+01 9.004127e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552941 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 1.192625e+09 2.974283e-01 0.000000e+00 energy 3.849977e+04 2.948797e-03 3.849977e+03 displacement 9.004127e+01 1.817728e-01 8.856873e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552869 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 1.192625e+09 6.420292e-02 0.000000e+00 energy 3.849977e+04 4.786307e-05 3.849977e+03 displacement 9.004127e+01 5.727567e-02 8.875524e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552869 4 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192625e+09 1.839450e-07 0.000000e+00 energy 3.849977e+04 6.601393e-08 3.849977e+03 displacement 9.004127e+01 7.426244e-05 8.876628e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.436777e-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 : 1.093443e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 19.1437 24.7714 -3.63606 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.63606 5 17.6575 25.5059 -3.63606 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 21.8393 28.8016 -38.3161 2 -21.8393 -28.8016 38.3161 4 -9.99201e-12 4.44089e-12 0 5 8.84709e-12 -6.59195e-12 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 565.005 -515.907 -68.2212 2 32.9426 284.603 235.168 4 7.88861e-27 1.77494e-26 3.53234e-10 5 0 0 -3.75023e-12 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 1.14492e-12 2.15106e-12 0 2 0 0 0 3 9.99201e-12 -4.44089e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552869 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192453e+09 8.533403e+06 0.000000e+00 energy 3.849045e+04 2.354515e-01 3.849045e+03 displacement 8.761417e+01 8.761417e+01 8.761417e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552149 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 1.192453e+09 6.602976e-02 0.000000e+00 energy 3.849045e+04 1.028948e-03 3.849045e+03 displacement 8.761417e+01 1.057749e-01 8.673375e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552005 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 1.192453e+09 4.267197e-03 0.000000e+00 energy 3.849045e+04 6.410262e-06 3.849045e+03 displacement 8.761417e+01 1.527650e-02 8.680720e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552113 4 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192453e+09 3.739290e-10 0.000000e+00 energy 3.849045e+04 7.627411e-10 3.849045e+03 displacement 8.761417e+01 3.371902e-06 8.680906e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.705270e-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 : 1.032940e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 19.2085 24.8645 -3.74892 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.74892 5 17.7072 25.6065 -3.74892 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 29.9544 39.7484 -52.4945 2 -29.9544 -39.7484 52.4945 4 8.88178e-12 -5.27356e-12 0 5 -5.10009e-12 1.31145e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 770.98 -705.739 -96.668 2 43.4944 389.424 321.913 4 -9.36772e-27 -1.57772e-26 -3.32982e-10 5 0 0 1.3403e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -3.7817e-12 -7.84095e-12 0 2 0 0 0 3 -8.88178e-12 5.27356e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552113 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 1.192356e+09 8.533467e+06 0.000000e+00 energy 3.848160e+04 1.720214e-01 3.848160e+03 displacement 8.606680e+01 8.606680e+01 8.606680e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551573 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 1.192356e+09 1.685117e-02 0.000000e+00 energy 3.848160e+04 3.003046e-04 3.848160e+03 displacement 8.606680e+01 7.426658e-02 8.548905e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551609 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 1.192356e+09 1.456824e-04 0.000000e+00 energy 3.848160e+04 6.341485e-07 3.848160e+03 displacement 8.606680e+01 2.894536e-03 8.549840e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.204033e-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 : 1.528574e-15 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 19.2733 24.9576 -3.86179 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.86179 5 17.7568 25.707 -3.86179 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 39.3381 52.4636 -68.8803 2 -39.3381 -52.4636 68.8803 4 1.33227e-11 -7.49401e-12 0 5 -1.8735e-11 -3.26128e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 1009.8 -926.329 -130.517 2 53.8896 511.855 422.307 4 -1.3312e-26 -2.36658e-26 -4.93509e-10 5 0 0 -1.85381e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 5.41234e-12 1.07553e-11 0 2 0 0 0 3 -1.33227e-11 7.49401e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551609 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192355e+09 8.533537e+06 0.000000e+00 energy 3.847369e+04 1.190898e-01 3.847369e+03 displacement 8.488186e+01 8.488186e+01 8.488186e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551645 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 1.192355e+09 4.077589e-03 0.000000e+00 energy 3.847369e+04 1.136205e-05 3.847369e+03 displacement 8.488186e+01 6.055095e-02 8.435137e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551645 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 1.192355e+09 4.176645e-06 0.000000e+00 energy 3.847369e+04 2.912046e-08 3.847369e+03 displacement 8.488186e+01 4.887677e-04 8.434144e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.702099e-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 : 1.082467e-15 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 19.3381 25.0506 -3.97465 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.97465 5 17.8065 25.8076 -3.97465 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 49.6412 66.4743 -86.8729 2 -49.6412 -66.4743 86.8729 4 -9.99201e-12 4.16334e-12 0 5 2.32453e-12 -1.93595e-11 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 1272.94 -1170.11 -168.767 2 63.6794 647.827 532.897 4 7.39557e-27 1.77494e-26 3.49258e-10 5 0 0 -2.62065e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 7.66748e-12 1.51962e-11 0 2 0 0 0 3 9.99201e-12 -4.16334e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551645 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 1.192456e+09 8.533615e+06 0.000000e+00 energy 3.846644e+04 1.000105e-01 3.846644e+03 displacement 8.376975e+01 8.376975e+01 8.376975e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551645 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 1.192456e+09 1.011739e-03 0.000000e+00 energy 3.846644e+04 6.501671e-05 3.846644e+03 displacement 8.376975e+01 5.128775e-02 8.336892e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551645 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 1.192456e+09 6.105914e-07 0.000000e+00 energy 3.846644e+04 8.946322e-10 3.846644e+03 displacement 8.376975e+01 1.181333e-04 8.336216e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.203249e-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 : 3.725869e-15 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 19.4029 25.1437 -4.08752 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.08752 5 17.8562 25.9081 -4.08752 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 60.5327 81.3104 -105.898 2 -60.5327 -81.3104 105.898 4 -3.38618e-11 1.55431e-11 0 5 2.40086e-11 -3.52496e-11 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 1552.16 -1429.22 -209.778 2 72.8198 792.891 650.055 4 2.76101e-26 6.01506e-26 1.20414e-09 5 0 0 -3.39233e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 9.85323e-12 1.97065e-11 0 2 0 0 0 3 3.38618e-11 -1.55431e-11 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551645 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192644e+09 8.533690e+06 0.000000e+00 energy 3.845963e+04 1.136880e-01 3.845963e+03 displacement 8.293775e+01 8.293775e+01 8.293775e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551465 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 1.192644e+09 3.132924e-04 0.000000e+00 energy 3.845963e+04 5.290686e-05 3.845963e+03 displacement 8.293775e+01 4.539040e-02 8.267706e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.092386e-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 : 1.680302e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 19.4677 25.2368 -4.20038 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.20038 5 17.9059 26.0086 -4.20038 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 71.7964 96.6688 -125.583 2 -71.7978 -96.6677 125.584 4 -1.55431e-11 6.38378e-12 0 5 1.05471e-11 -1.60982e-11 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 1842.05 -1698.32 -252.42 2 81.4748 943.917 771.369 4 1.13399e-26 2.76101e-26 5.41966e-10 5 0 0 -1.68174e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 4.996e-12 9.71445e-12 0 2 0 0 0 3 1.55431e-11 -6.38378e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551465 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 1.192901e+09 8.533760e+06 0.000000e+00 energy 3.845280e+04 1.400722e-01 3.845280e+03 displacement 8.238668e+01 8.238668e+01 8.238668e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550997 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 1.192901e+09 1.488014e-04 0.000000e+00 energy 3.845280e+04 3.344429e-05 3.845280e+03 displacement 8.238668e+01 4.262175e-02 8.224712e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.860979e-17 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 : 5.551115e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 19.5325 25.3298 -4.31325 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.31325 5 17.9556 26.1092 -4.31325 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 83.3037 112.352 -145.699 2 -83.3043 -112.351 145.7 4 4.44089e-12 -3.33067e-12 0 5 -4.51028e-12 3.60822e-12 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 2139.05 -1974.07 -295.779 2 89.7758 1098.87 895.222 4 -5.91646e-27 -7.88861e-27 -1.76431e-10 5 0 0 3.35786e-13 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 6.93889e-14 -2.77556e-13 0 2 0 0 0 3 -4.44089e-12 3.33067e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550997 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193214e+09 8.533813e+06 0.000000e+00 energy 3.844570e+04 1.765734e-01 3.844570e+03 displacement 8.206846e+01 8.206846e+01 8.206846e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551069 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 1.193214e+09 9.137401e-05 0.000000e+00 energy 3.844570e+04 1.903022e-05 3.844570e+03 displacement 8.206846e+01 4.130639e-02 8.201801e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.873554e-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 : 2.186886e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 19.5974 25.4229 -4.42611 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.42611 5 18.0053 26.2097 -4.42611 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 94.9697 128.252 -166.104 2 -94.9699 -128.252 166.104 4 -1.9984e-11 8.88178e-12 0 5 1.76942e-11 -1.31839e-11 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 2440.97 -2254.33 -339.606 2 97.8659 1256.5 1020.74 4 1.57772e-26 3.54987e-26 7.06469e-10 5 0 0 -7.50045e-12 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 2.28983e-12 4.30211e-12 0 2 0 0 0 3 1.9984e-11 -8.88178e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551105 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 1.193573e+09 8.533857e+06 0.000000e+00 energy 3.843807e+04 2.143650e-01 3.843807e+03 displacement 8.192485e+01 8.192485e+01 8.192485e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550889 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 1.193573e+09 6.330689e-05 0.000000e+00 energy 3.843807e+04 7.535619e-06 3.843807e+03 displacement 8.192485e+01 4.060670e-02 8.195121e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.397344e-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 : 1.241267e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 19.6622 25.516 -4.53898 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.53898 5 18.055 26.3103 -4.53898 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 1 106.735 144.29 -186.694 2 -106.735 -144.29 186.693 4 -1.11022e-12 -5.55112e-13 0 5 3.747e-12 6.38378e-12 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 2746.18 -2537.61 -383.691 2 105.815 1415.91 1147.28 4 -9.86076e-28 1.97215e-27 2.42282e-11 5 0 0 9.8443e-12 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -2.63678e-12 -5.82867e-12 0 2 0 0 0 3 1.11022e-12 5.55112e-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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550889 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.193977e+09 8.533890e+06 0.000000e+00 energy 3.842993e+04 2.515312e-01 3.842993e+03 displacement 8.192637e+01 8.192637e+01 8.192637e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551105 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 1.193977e+09 4.921207e-05 0.000000e+00 energy 3.842993e+04 1.039096e-06 3.842993e+03 displacement 8.192637e+01 4.027265e-02 8.200812e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.446089e-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 : 4.710277e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 19.727 25.609 -4.65184 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.65184 5 18.1046 26.4108 -4.65184 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 1 118.556 160.408 -207.391 2 -118.556 -160.408 207.39 4 3.33067e-12 -3.33067e-12 0 5 -9.85323e-12 -9.57567e-12 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 3053.39 -2822.77 -427.906 2 113.691 1576.43 1274.39 4 -5.91646e-27 -5.91646e-27 -1.44251e-10 5 0 0 -2.22647e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 6.52256e-12 1.29063e-11 0 2 0 0 0 3 -3.33067e-12 3.33067e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551141 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 1.194418e+09 8.533915e+06 0.000000e+00 energy 3.842121e+04 2.880214e-01 3.842121e+03 displacement 8.202691e+01 8.202691e+01 8.202691e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550997 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 1.194418e+09 4.342962e-05 0.000000e+00 energy 3.842121e+04 3.176419e-06 3.842121e+03 displacement 8.202691e+01 4.013934e-02 8.214353e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.241655e-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 : 6.866350e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 19.7918 25.7021 -4.76471 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.76471 5 18.1543 26.5113 -4.76471 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 1 130.403 176.568 -228.145 2 -130.403 -176.568 228.144 4 -6.66134e-12 1.66533e-12 0 5 1.19349e-11 9.57567e-12 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 3361.76 -3109.06 -472.207 2 121.525 1737.61 1401.77 4 2.95823e-27 1.18329e-26 2.16935e-10 5 0 0 1.91139e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -5.27356e-12 -1.1241e-11 0 2 0 0 0 3 6.66134e-12 -1.66533e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550961 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.194895e+09 8.533932e+06 0.000000e+00 energy 3.841190e+04 3.219157e-01 3.841190e+03 displacement 8.219144e+01 8.219144e+01 8.219144e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550853 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 1.194895e+09 3.973268e-05 0.000000e+00 energy 3.841190e+04 6.190964e-06 3.841190e+03 displacement 8.219144e+01 4.006148e-02 8.233410e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.318573e-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 : 2.288783e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 19.8566 25.7952 -4.87757 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.87757 5 18.204 26.6119 -4.87757 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 1 142.254 192.742 -248.917 2 -142.253 -192.742 248.916 4 -2.22045e-12 -5.55112e-13 0 5 -1.66533e-12 -6.80012e-12 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 3670.63 -3395.95 -516.591 2 129.344 1899.13 1529.22 4 -9.86076e-28 3.9443e-27 5.64082e-11 5 0 0 -1.28035e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 3.88578e-12 7.35523e-12 0 2 0 0 0 3 2.22045e-12 5.55112e-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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550817 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 1.195404e+09 8.533944e+06 0.000000e+00 energy 3.840202e+04 3.539290e-01 3.840202e+03 displacement 8.240422e+01 8.240422e+01 8.240422e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551141 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 1.195404e+09 3.789016e-05 0.000000e+00 energy 3.840202e+04 8.322001e-06 3.840202e+03 displacement 8.240422e+01 4.001397e-02 8.256717e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.859170e-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 : 1.176260e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 19.9214 25.8882 -4.99044 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.99044 5 18.2537 26.7124 -4.99044 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 1 154.091 208.91 -269.677 2 -154.09 -208.91 269.676 4 -1.11022e-11 3.88578e-12 0 5 1.9082e-11 1.29063e-11 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 3979.48 -3683.01 -561.08 2 137.168 2060.74 1656.57 4 6.90253e-27 1.97215e-26 3.77463e-10 5 0 0 2.86224e-11 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -7.97973e-12 -1.67921e-11 0 2 0 0 0 3 1.11022e-11 -3.88578e-12 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 ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551177 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.195943e+09 8.533950e+06 0.000000e+00 energy 3.839154e+04 3.837152e-01 3.839154e+03 displacement 8.265164e+01 8.265164e+01 8.265164e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551285 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 1.195943e+09 3.708795e-05 0.000000e+00 energy 3.839154e+04 9.925187e-06 3.839154e+03 displacement 8.265164e+01 3.997789e-02 8.282963e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.309724e-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 : 5.661049e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 19.9862 25.9813 -5.1033 2 2.985 -4.183 14.1225 4 2.985 -4.183 -5.1033 5 18.3034 26.8129 -5.1033 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 1 165.901 225.057 -290.403 2 -165.9 -225.058 290.402 4 -5.55112e-12 1.11022e-12 0 5 4.30211e-12 -3.05311e-12 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 4287.89 -3969.9 -605.717 2 145.008 2222.24 1783.72 4 1.97215e-27 9.86076e-27 1.76804e-10 5 0 0 -3.53389e-12 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.249e-12 1.94289e-12 0 2 0 0 0 3 5.55112e-12 -1.11022e-12 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 ............ : 56 Average number of equilibrium iterations .......... : 2.8 Total number of right hand evaluations ............ : 76 Total number of stiffness reformations ............ : 56 Time in linear solver: 0:00:26 Elapsed time : 0:01:07 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 ...................... : 0:01:07 (67 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:06 (6 sec) evaluating stiffness ......... : 0:00:09 (9 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:26 (26 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:26 (26 sec) Total elapsed time .............. : 0:01:08 (68 sec) N O R M A L T E R M I N A T I O N