=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r1000.0.feb Plot file : FeBio_custom_compression_r1000.0.xplt Log file : FeBio_custom_compression_r1000.0.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 ................................................. : 138417 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 2.19755e-06 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 138.417 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 : 5.50629e-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, 5.50629e-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, 5.5067e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.5067e-316 Ixz Iyz Izz : 5.5067e-316, 5.5067e-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 1.974484e+10 8.538416e+06 0.000000e+00 energy 1.567532e+05 5.364228e-01 1.567532e+04 displacement 1.025992e+02 1.025992e+02 1.025992e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553733 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 1.974484e+10 4.106658e-05 0.000000e+00 energy 1.567532e+05 1.496287e-05 1.567532e+04 displacement 1.025992e+02 3.855104e-02 1.026750e-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 -1.83088 -1.96298 3.2752 2 1.83096 1.96288 -3.27532 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 -55.8584 39.4729 -7.32901 2 -3.79983 -19.2749 -13.7889 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 1.974919e+10 8.538583e+06 0.000000e+00 energy 1.567857e+05 6.012814e-01 1.567857e+04 displacement 1.027306e+02 1.027306e+02 1.027306e-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 1.974919e+10 1.507292e-05 0.000000e+00 energy 1.567857e+05 1.229198e-05 1.567857e+04 displacement 1.027306e+02 3.845813e-02 1.028105e-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 -3.72105 -3.91434 6.6238 2 3.72105 3.91435 -6.62382 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 -112.994 79.9226 -15.9775 2 -7.68158 -39.0124 -27.6372 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 1.975360e+10 8.538674e+06 0.000000e+00 energy 1.568189e+05 6.166009e-01 1.568189e+04 displacement 1.027715e+02 1.027715e+02 1.027715e-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 1.975360e+10 1.564940e-05 0.000000e+00 energy 1.568189e+05 1.270981e-05 1.568189e+04 displacement 1.027715e+02 3.847142e-02 1.028532e-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 -5.65781 -5.9412 10.0651 2 5.65782 5.94121 -10.0652 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 -171.663 121.398 -24.3759 2 -11.5702 -59.3259 -41.9851 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 1.975808e+10 8.538763e+06 0.000000e+00 energy 1.568525e+05 6.316590e-01 1.568525e+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 1.975808e+10 1.623299e-05 0.000000e+00 energy 1.568525e+05 1.308534e-05 1.568525e+04 displacement 1.028492e+02 3.848566e-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 -7.64897 -8.01622 13.5978 2 7.64898 8.01623 -13.5978 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 -231.858 163.955 -33.0776 2 -15.5047 -80.2177 -56.7053 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 1.976264e+10 8.538853e+06 0.000000e+00 energy 1.568866e+05 6.471102e-01 1.568866e+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 1.976264e+10 1.684877e-05 0.000000e+00 energy 1.568866e+05 1.346706e-05 1.568866e+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 -9.69633 -10.1409 17.2247 2 9.69634 10.1409 -17.2247 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 -293.626 207.631 -42.0933 2 -19.4867 -101.709 -71.8105 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 1.976728e+10 8.538946e+06 0.000000e+00 energy 1.569212e+05 6.629670e-01 1.569212e+04 displacement 1.030147e+02 1.030147e+02 1.030147e-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 1.976728e+10 1.749988e-05 0.000000e+00 energy 1.569212e+05 1.385401e-05 1.569212e+04 displacement 1.030147e+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 -11.8017 -12.3166 20.9489 2 11.8018 12.3166 -20.9489 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 -357.016 252.463 -51.434 2 -23.5182 -123.82 -87.313 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 1.977199e+10 8.539042e+06 0.000000e+00 energy 1.569563e+05 6.792412e-01 1.569563e+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 1.977199e+10 1.818980e-05 0.000000e+00 energy 1.569563e+05 1.424485e-05 1.569563e+04 displacement 1.031026e+02 3.853464e-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 -13.9672 -14.545 24.7735 2 13.9672 14.545 -24.7736 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 -422.076 298.492 -61.1113 2 -27.6016 -146.575 -103.225 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 1.977679e+10 8.539139e+06 0.000000e+00 energy 1.569919e+05 6.959450e-01 1.569919e+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 1.977679e+10 1.892255e-05 0.000000e+00 energy 1.569919e+05 1.463785e-05 1.569919e+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 -16.1946 -16.8275 28.7018 2 16.1946 16.8275 -28.7018 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 -488.86 345.76 -71.137 2 -31.7391 -169.997 -119.561 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 1.978166e+10 8.539239e+06 0.000000e+00 energy 1.570280e+05 7.130908e-01 1.570280e+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 1.978166e+10 1.970277e-05 0.000000e+00 energy 1.570280e+05 1.503080e-05 1.570280e+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 -18.486 -19.1658 32.7371 2 18.486 19.1659 -32.7371 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 -557.419 394.308 -81.5232 2 -35.9334 -194.111 -136.333 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 1.978662e+10 8.539342e+06 0.000000e+00 energy 1.570647e+05 7.306912e-01 1.570647e+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 1.978662e+10 2.053591e-05 0.000000e+00 energy 1.570647e+05 1.542084e-05 1.570647e+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 -20.8437 -21.5616 36.8828 2 20.8437 21.5616 -36.8828 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 -627.809 444.181 -92.2825 2 -40.1872 -218.941 -153.556 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 1.979167e+10 8.539447e+06 0.000000e+00 energy 1.571019e+05 7.487593e-01 1.571019e+04 displacement 1.034905e+02 1.034905e+02 1.034905e-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 1.979167e+10 2.142841e-05 0.000000e+00 energy 1.571019e+05 1.580433e-05 1.571019e+04 displacement 1.034905e+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 -23.2699 -24.0165 41.1425 2 23.2699 24.0165 -41.1425 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 -700.087 495.427 -103.428 2 -44.5035 -244.514 -171.246 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 1.979680e+10 8.539556e+06 0.000000e+00 energy 1.571398e+05 7.673081e-01 1.571398e+04 displacement 1.035971e+02 1.035971e+02 1.035971e-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 1.979680e+10 2.238794e-05 0.000000e+00 energy 1.571398e+05 1.617667e-05 1.571398e+04 displacement 1.035971e+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 -25.7667 -26.5322 45.52 2 25.7667 26.5322 -45.52 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 -774.31 548.091 -114.973 2 -48.8855 -270.858 -189.416 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 1.980202e+10 8.539667e+06 0.000000e+00 energy 1.571782e+05 7.863510e-01 1.571782e+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 1.980202e+10 2.342379e-05 0.000000e+00 energy 1.571782e+05 1.653196e-05 1.571782e+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 -28.3367 -29.1106 50.019 2 28.3367 29.1106 -50.019 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 -850.539 602.225 -126.931 2 -53.3367 -298.001 -208.084 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 1.980734e+10 8.539781e+06 0.000000e+00 energy 1.572172e+05 8.059013e-01 1.572172e+04 displacement 1.038227e+02 1.038227e+02 1.038227e-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 1.980734e+10 2.454725e-05 0.000000e+00 energy 1.572172e+05 1.686267e-05 1.572172e+04 displacement 1.038227e+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 -30.9822 -31.7535 54.6436 2 30.9822 31.7535 -54.6436 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 -928.835 657.879 -139.316 2 -57.8606 -325.974 -227.266 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 1.981275e+10 8.539898e+06 0.000000e+00 energy 1.572569e+05 8.259726e-01 1.572569e+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 1.981275e+10 2.577230e-05 0.000000e+00 energy 1.572569e+05 1.715916e-05 1.572569e+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 -33.7059 -34.4627 59.3977 2 33.7059 34.4627 -59.3977 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 -1009.26 715.107 -152.144 2 -62.4614 -354.806 -246.979 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 1.981825e+10 8.540018e+06 0.000000e+00 energy 1.572972e+05 8.465786e-01 1.572972e+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 1.981825e+10 2.711641e-05 0.000000e+00 energy 1.572972e+05 1.740906e-05 1.572972e+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 -36.5103 -37.2403 64.2857 2 36.5103 37.2403 -64.2857 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 -1091.89 773.964 -165.429 2 -67.143 -384.529 -267.242 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 1.982386e+10 8.540142e+06 0.000000e+00 energy 1.573381e+05 8.677327e-01 1.573381e+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 1.982386e+10 2.860175e-05 0.000000e+00 energy 1.573381e+05 1.759637e-05 1.573381e+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 -39.3982 -40.0882 69.3119 2 39.3983 40.0882 -69.3119 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 -1176.78 834.508 -179.188 2 -71.9102 -415.179 -288.073 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 1.982957e+10 8.540270e+06 0.000000e+00 energy 1.573797e+05 8.894485e-01 1.573797e+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 1.982957e+10 3.025686e-05 0.000000e+00 energy 1.573797e+05 1.770028e-05 1.573797e+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 -42.3725 -43.0084 74.4808 2 42.3725 43.0084 -74.4809 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 -1264.01 896.798 -193.437 2 -76.7675 -446.788 -309.492 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 1.983538e+10 8.540401e+06 0.000000e+00 energy 1.574220e+05 9.117393e-01 1.574220e+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 1.983538e+10 3.211902e-05 0.000000e+00 energy 1.574220e+05 1.769362e-05 1.574220e+04 displacement 1.044666e+02 3.893082e-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 -45.436 -46.0031 79.7972 2 45.436 46.0031 -79.7972 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 -1353.65 960.897 -208.193 2 -81.7203 -479.394 -331.52 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 1.984129e+10 8.540537e+06 0.000000e+00 energy 1.574650e+05 9.346184e-01 1.574650e+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 1.984129e+10 3.423783e-05 0.000000e+00 energy 1.574650e+05 1.754046e-05 1.574650e+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 -48.5919 -49.0743 85.2658 2 48.5919 49.0743 -85.2658 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 -1445.77 1026.87 -223.475 2 -86.7738 -513.034 -354.177 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: 0:00:20 Elapsed time : 0:00:55 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:01 (1 sec) Solve time ...................... : 0:00:55 (55 sec) IO-time (plot, dmp, data) .... : 0:00:02 (2 sec) reforming stiffness .......... : 0:00:07 (7 sec) evaluating stiffness ......... : 0:00:04 (4 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:21 (21 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:20 (20 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