=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r10000.0.feb Plot file : FeBio_custom_compression_r10000.0.xplt Log file : FeBio_custom_compression_r10000.0.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 ................................................. : 643272 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.000224536 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 64.3272 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 : 6.61204e-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, 6.61204e-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, 6.61244e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.61244e-316 Ixz Iyz Izz : 6.61244e-316, 6.61244e-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 4.264451e+11 8.650007e+06 0.000000e+00 energy 7.284850e+05 2.676136e+00 7.284850e+04 displacement 1.026234e+02 1.026234e+02 1.026234e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553769 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 4.264451e+11 3.484625e-04 0.000000e+00 energy 7.284850e+05 6.399306e-05 7.284850e+04 displacement 1.026234e+02 3.837274e-02 1.027009e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.073903e-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 : 5.306780e-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 : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 18.6252 24.0269 -2.73313 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.73313 5 17.26 24.7016 -2.73313 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 -8.53086 -9.01875 15.206 2 8.53083 9.01882 -15.2059 4 -4.71845e-12 2.42861e-12 0 5 1.39168e-11 1.61589e-11 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -259.406 183.525 -36.0369 2 -17.7917 -89.511 -63.5933 4 4.31408e-27 8.38165e-27 1.71554e-10 5 0 0 3.19321e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -9.19837e-12 -1.85876e-11 0 2 0 0 0 3 4.71845e-12 -2.42861e-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 ....... : 1553733 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 4.265389e+11 8.652365e+06 0.000000e+00 energy 7.286368e+05 2.796662e+00 7.286368e+04 displacement 1.027041e+02 1.027041e+02 1.027041e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553445 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 4.265389e+11 3.259185e-04 0.000000e+00 energy 7.286368e+05 5.731490e-05 7.286368e+04 displacement 1.027041e+02 3.845794e-02 1.027840e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 2 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 18.5604 23.9339 -2.62027 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.62027 5 17.2103 24.6011 -2.62027 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 -17.2934 -18.1919 30.7838 2 17.2934 18.192 -30.7838 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 -525.133 371.439 -74.2525 2 -35.6996 -181.309 -128.448 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 ....... : 1553445 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 4.266342e+11 8.654259e+06 0.000000e+00 energy 7.287909e+05 2.865532e+00 7.287909e+04 displacement 1.027714e+02 1.027714e+02 1.027714e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553481 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 4.266342e+11 3.379866e-04 0.000000e+00 energy 7.287909e+05 5.906599e-05 7.287909e+04 displacement 1.027714e+02 3.847141e-02 1.028531e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.460819e-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 : 2.501854e-17 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 : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 18.4956 23.8408 -2.5074 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.5074 5 17.1606 24.5006 -2.5074 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 -26.2944 -27.6115 46.7773 2 26.2945 27.6116 -46.7773 4 1.38778e-13 2.08167e-13 0 5 6.36644e-12 1.28716e-11 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -797.796 564.195 -113.283 2 -53.773 -275.717 -195.126 4 3.69779e-28 -2.46519e-28 -1.04058e-12 5 0 0 2.24923e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -6.50521e-12 -1.30798e-11 0 2 0 0 0 3 -1.38778e-13 -2.08167e-13 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 ....... : 1553445 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 4.267311e+11 8.656176e+06 0.000000e+00 energy 7.289471e+05 2.935507e+00 7.289471e+04 displacement 1.028492e+02 1.028492e+02 1.028492e-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= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.267311e+11 3.505884e-04 0.000000e+00 energy 7.289471e+05 6.081089e-05 7.289471e+04 displacement 1.028492e+02 3.848565e-02 1.029328e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 2 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 18.4308 23.7477 -2.39454 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.39454 5 17.1109 24.4 -2.39454 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 -35.5483 -37.2551 63.1952 2 35.5483 37.2551 -63.1953 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 -1077.55 761.978 -153.723 2 -72.0587 -372.812 -263.538 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 ....... : 1553049 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 4.268296e+11 8.658138e+06 0.000000e+00 energy 7.291055e+05 3.007313e+00 7.291055e+04 displacement 1.029303e+02 1.029303e+02 1.029303e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552941 2 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.268296e+11 3.638874e-04 0.000000e+00 energy 7.291055e+05 6.258478e-05 7.291055e+04 displacement 1.029303e+02 3.850086e-02 1.030158e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.510494e-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 : 5.412337e-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 : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 18.3659 23.6547 -2.28167 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.28167 5 17.0612 24.2995 -2.28167 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 -45.0633 -47.1293 80.0511 2 45.0633 47.1293 -80.0512 4 4.996e-12 -2.08167e-12 0 5 -1.16226e-12 9.67976e-12 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -1364.61 964.958 -195.622 2 -90.5653 -472.691 -333.74 4 -3.69779e-27 -8.87469e-27 -1.74629e-10 5 0 0 1.31032e-11 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -3.83374e-12 -7.59809e-12 0 2 0 0 0 3 -4.996e-12 2.08167e-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 ....... : 1552941 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 4.269297e+11 8.660147e+06 0.000000e+00 energy 7.292661e+05 3.081003e+00 7.292661e+04 displacement 1.030148e+02 1.030148e+02 1.030148e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553589 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 4.269297e+11 3.779496e-04 0.000000e+00 energy 7.292661e+05 6.438300e-05 7.292661e+04 displacement 1.030148e+02 3.851714e-02 1.031023e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.607400e-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 : 1.570644e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 18.3011 23.5616 -2.16881 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.16881 5 17.0115 24.1989 -2.16881 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 -54.8481 -57.241 97.3592 2 54.8481 57.2411 -97.3593 4 -1.38778e-11 7.35523e-12 0 5 1.27676e-11 -9.71445e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -1659.21 1173.32 -239.032 2 -109.302 -575.454 -405.788 4 1.30655e-26 2.46519e-26 5.07611e-10 5 0 0 -4.0139e-12 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 1.11022e-12 2.35922e-12 0 2 0 0 0 3 1.38778e-11 -7.35523e-12 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 ....... : 1553589 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 4.270315e+11 8.662205e+06 0.000000e+00 energy 7.294292e+05 3.156634e+00 7.294292e+04 displacement 1.031026e+02 1.031026e+02 1.031026e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553517 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 4.270315e+11 3.928501e-04 0.000000e+00 energy 7.294292e+05 6.619931e-05 7.294292e+04 displacement 1.031026e+02 3.853463e-02 1.031922e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 2 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 18.2363 23.4686 -2.05594 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.05594 5 16.9619 24.0984 -2.05594 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 -64.9117 -67.5972 115.134 2 64.9118 67.5973 -115.134 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 -1961.58 1387.23 -284.006 2 -128.28 -681.208 -479.741 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 ....... : 1553445 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 4.271350e+11 8.664314e+06 0.000000e+00 energy 7.295946e+05 3.234261e+00 7.295946e+04 displacement 1.031941e+02 1.031941e+02 1.031941e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553805 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 4.271350e+11 4.086754e-04 0.000000e+00 energy 7.295946e+05 6.802568e-05 7.295946e+04 displacement 1.031941e+02 3.855349e-02 1.032858e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 2 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 18.1715 23.3755 -1.94308 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.94308 5 16.9122 23.9979 -1.94308 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 -75.2635 -78.2052 133.39 2 75.2635 78.2053 -133.39 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 -2271.95 1606.91 -330.599 2 -147.509 -790.062 -555.66 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 ....... : 1553805 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 4.272403e+11 8.666476e+06 0.000000e+00 energy 7.297626e+05 3.313941e+00 7.297626e+04 displacement 1.032891e+02 1.032891e+02 1.032891e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553697 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 4.272403e+11 4.255260e-04 0.000000e+00 energy 7.297626e+05 6.985175e-05 7.297626e+04 displacement 1.032891e+02 3.857389e-02 1.033831e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.741377e-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 : 1.640164e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 18.1067 23.2824 -1.83021 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.83021 5 16.8625 23.8973 -1.83021 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 -85.913 -89.0725 152.144 2 85.9131 89.0725 -152.144 4 1.4988e-11 -6.66134e-12 0 5 -1.65493e-11 3.26128e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -2590.57 1832.53 -378.867 2 -167.003 -902.129 -633.609 4 -1.18329e-26 -2.66241e-26 -5.29851e-10 5 0 0 -5.75828e-12 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 1.56125e-12 3.40006e-12 0 2 0 0 0 3 -1.4988e-11 6.66134e-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 ....... : 1553697 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 4.273474e+11 8.668694e+06 0.000000e+00 energy 7.299330e+05 3.395735e+00 7.299330e+04 displacement 1.033879e+02 1.033879e+02 1.033879e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553697 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 4.273474e+11 4.435196e-04 0.000000e+00 energy 7.299330e+05 7.166432e-05 7.299330e+04 displacement 1.033879e+02 3.859602e-02 1.034842e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.480328e-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 : 5.266250e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 18.0419 23.1894 -1.71735 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.71735 5 16.8128 23.7968 -1.71735 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 -96.8702 -100.207 171.411 2 96.8703 100.207 -171.411 4 -3.88578e-12 2.77556e-12 2.22045e-12 5 -2.56739e-12 -1.60982e-11 -2.22045e-12 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -2917.71 2064.32 -428.87 2 -186.772 -1017.53 -713.654 4 6.436e-11 -3.18071e-11 1.52389e-10 5 0 0 -2.2792e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 6.45317e-12 1.33227e-11 0 2 0 0 0 3 3.88578e-12 -2.77556e-12 -2.22045e-12 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 ....... : 1553697 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 4.274563e+11 8.670969e+06 0.000000e+00 energy 7.301061e+05 3.479702e+00 7.301061e+04 displacement 1.034906e+02 1.034906e+02 1.034906e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1554057 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 4.274563e+11 4.627951e-04 0.000000e+00 energy 7.301061e+05 7.344649e-05 7.301061e+04 displacement 1.034906e+02 3.862014e-02 1.035892e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.770349e-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 : 5.185169e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 17.9771 23.0963 -1.60448 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.60448 5 16.7631 23.6962 -1.60448 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 -108.146 -111.615 191.208 2 108.146 111.616 -191.208 4 4.996e-12 -1.38778e-12 0 5 1.18655e-11 3.51108e-11 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -3253.61 2302.48 -480.666 2 -206.833 -1136.38 -795.864 4 -2.46519e-27 -8.87469e-27 -1.64689e-10 5 0 0 5.80518e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -1.68615e-11 -3.3723e-11 0 2 0 0 0 3 -4.996e-12 1.38778e-12 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 ....... : 1554057 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 4.275672e+11 8.673304e+06 0.000000e+00 energy 7.302819e+05 3.565903e+00 7.302819e+04 displacement 1.035972e+02 1.035972e+02 1.035972e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553805 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 4.275672e+11 4.835185e-04 0.000000e+00 energy 7.302819e+05 7.517681e-05 7.302819e+04 displacement 1.035972e+02 3.864651e-02 1.036983e-02 ************************************************************************* * 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 : 1.694909e-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 17.9123 23.0032 -1.49162 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.49162 5 16.7134 23.5957 -1.49162 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 -119.75 -123.307 211.552 2 119.75 123.307 -211.552 4 1.55431e-11 -6.38378e-12 -2.22045e-12 5 -1.05471e-11 1.60982e-11 2.22045e-12 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -3598.56 2547.24 -534.319 2 -227.199 -1258.81 -880.311 4 -6.436e-11 3.18071e-11 -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 2.22045e-12 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 ....... : 1553805 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 4.276800e+11 8.675703e+06 0.000000e+00 energy 7.304605e+05 3.654400e+00 7.304605e+04 displacement 1.037078e+02 1.037078e+02 1.037078e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1554201 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 4.276800e+11 5.058900e-04 0.000000e+00 energy 7.304605e+05 7.682786e-05 7.304605e+04 displacement 1.037078e+02 3.867546e-02 1.038117e-02 ************************************************************************* * 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 17.8475 22.9102 -1.37875 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.37875 5 16.6637 23.4952 -1.37875 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 -131.693 -135.29 232.461 2 131.693 135.29 -232.461 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 -3952.83 2798.82 -589.891 2 -247.886 -1384.96 -967.069 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 ....... : 1554237 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 4.277948e+11 8.678166e+06 0.000000e+00 energy 7.306418e+05 3.745255e+00 7.306418e+04 displacement 1.038228e+02 1.038228e+02 1.038228e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1554309 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 4.277948e+11 5.301538e-04 0.000000e+00 energy 7.306418e+05 7.836468e-05 7.306418e+04 displacement 1.038228e+02 3.870737e-02 1.039294e-02 ************************************************************************* * 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 17.7826 22.8171 -1.26589 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.26589 5 16.614 23.3946 -1.26589 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 -143.988 -147.573 253.953 2 143.988 147.573 -253.953 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 -4316.71 3057.47 -647.451 2 -268.911 -1514.96 -1056.22 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 ....... : 1554237 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 4.279116e+11 8.680698e+06 0.000000e+00 energy 7.308261e+05 3.838531e+00 7.308261e+04 displacement 1.039421e+02 1.039421e+02 1.039421e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553769 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 4.279116e+11 5.566116e-04 0.000000e+00 energy 7.308261e+05 7.974250e-05 7.308261e+04 displacement 1.039421e+02 3.874269e-02 1.040516e-02 ************************************************************************* * 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 : 2.543841e-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 17.7178 22.724 -1.15302 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.15302 5 16.5644 23.2941 -1.15302 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 -156.646 -160.164 276.048 2 156.646 160.164 -276.048 4 1.11022e-12 5.55112e-13 2.22045e-12 5 -3.747e-12 -6.38378e-12 -2.22045e-12 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -4690.49 3323.44 -707.067 2 -290.294 -1648.96 -1147.83 4 6.436e-11 -3.18071e-11 -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 -2.22045e-12 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 ....... : 1553769 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 4.280305e+11 8.683301e+06 0.000000e+00 energy 7.310134e+05 3.934292e+00 7.310134e+04 displacement 1.040659e+02 1.040659e+02 1.040659e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553517 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 4.280305e+11 5.856408e-04 0.000000e+00 energy 7.310134e+05 8.090376e-05 7.310134e+04 displacement 1.040659e+02 3.878197e-02 1.041786e-02 ************************************************************************* * 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 17.653 22.631 -1.04016 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.04016 5 16.5147 23.1936 -1.04016 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 -169.68 -173.073 298.764 2 169.68 173.073 -298.765 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 -5074.49 3596.97 -768.809 2 -312.052 -1787.1 -1242.01 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 ....... : 1553481 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 4.281516e+11 8.685979e+06 0.000000e+00 energy 7.312037e+05 4.032600e+00 7.312037e+04 displacement 1.041945e+02 1.041945e+02 1.041945e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553157 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 4.281516e+11 6.177202e-04 0.000000e+00 energy 7.312037e+05 8.177414e-05 7.312037e+04 displacement 1.041945e+02 3.882586e-02 1.043105e-02 ************************************************************************* * 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 : 6.955527e-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 17.5882 22.5379 -0.927293 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.927293 5 16.465 23.093 -0.927293 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 -183.101 -186.308 322.123 2 183.101 186.308 -322.124 4 6.66134e-12 -1.66533e-12 1.11022e-12 5 -1.19349e-11 -9.57567e-12 -1.11022e-12 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -5469.02 3878.35 -832.752 2 -334.208 -1929.54 -1338.82 4 3.218e-11 -1.59036e-11 -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 -1.11022e-12 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 ....... : 1553157 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 4.282748e+11 8.688734e+06 0.000000e+00 energy 7.313971e+05 4.133518e+00 7.313971e+04 displacement 1.043280e+02 1.043280e+02 1.043280e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553013 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 4.282748e+11 6.534660e-04 0.000000e+00 energy 7.313971e+05 8.225701e-05 7.313971e+04 displacement 1.043280e+02 3.887515e-02 1.044475e-02 ************************************************************************* * 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 : 2.543841e-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 17.5234 22.4448 -0.814428 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.814428 5 16.4153 22.9925 -0.814428 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 -196.924 -199.88 346.146 2 196.924 199.88 -346.146 4 2.22045e-12 5.55112e-13 -1.11022e-12 5 1.66533e-12 6.80012e-12 1.11022e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -5874.41 4167.84 -898.972 2 -356.783 -2076.44 -1438.36 4 -3.218e-11 1.59036e-11 -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 1.11022e-12 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 ....... : 1553013 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 4.284003e+11 8.691570e+06 0.000000e+00 energy 7.315936e+05 4.237109e+00 7.315936e+04 displacement 1.044666e+02 1.044666e+02 1.044666e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553481 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 4.284003e+11 6.936837e-04 0.000000e+00 energy 7.315936e+05 8.222597e-05 7.315936e+04 displacement 1.044666e+02 3.893081e-02 1.045899e-02 ************************************************************************* * 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 : 1.181488e-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 17.4586 22.3518 -0.701563 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.701563 5 16.3656 22.8919 -0.701563 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 -211.162 -213.797 370.853 2 211.162 213.797 -370.853 4 1.11022e-11 -3.88578e-12 -1.11022e-12 5 -1.9082e-11 -1.29063e-11 1.11022e-12 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -6291 4465.74 -967.55 2 -379.802 -2227.98 -1540.74 4 -3.218e-11 1.59036e-11 -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 1.11022e-12 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 ....... : 1553481 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 4.285281e+11 8.694490e+06 0.000000e+00 energy 7.317935e+05 4.343433e+00 7.317935e+04 displacement 1.046106e+02 1.046106e+02 1.046106e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1554453 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 4.285281e+11 7.394442e-04 0.000000e+00 energy 7.317935e+05 8.151411e-05 7.317935e+04 displacement 1.046106e+02 3.899404e-02 1.047380e-02 ************************************************************************* * 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 : 5.768888e-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 17.3938 22.2587 -0.588698 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.588698 5 16.3159 22.7914 -0.588698 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 -225.828 -228.071 396.268 2 225.828 228.071 -396.268 4 5.55112e-12 -1.11022e-12 1.11022e-12 5 -4.30211e-12 3.05311e-12 -1.11022e-12 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -6719.13 4772.34 -1038.57 2 -403.289 -2384.32 -1646.03 4 3.218e-11 -1.59036e-11 -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 -1.11022e-12 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 ............ : 40 Average number of equilibrium iterations .......... : 2 Total number of right hand evaluations ............ : 60 Total number of stiffness reformations ............ : 40 Time in linear solver: 0:00:19 Elapsed time : 0:00:55 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 ...................... : 0:00:55 (55 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:03 (3 sec) evaluating stiffness ......... : 0:00:07 (7 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:25 (25 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:19 (19 sec) Total elapsed time .............. : 0:00:56 (56 sec) N O R M A L T E R M I N A T I O N