=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 2 . 11195 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_tension_r10.0.feb Plot file : FeBio_custom_tension_r10.0.xplt Log file : FeBio_custom_tension_r10.0.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 ................................................. : 11188.7 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.000168011 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 1118.87 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 : 6.83889e-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, 6.83889e-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, 6.8393e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.8393e-316 Ixz Iyz Izz : 6.8393e-316, 6.8393e-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 1.290172e+08 8.533093e+06 0.000000e+00 energy 1.267125e+04 1.221551e-01 1.267125e+03 displacement 1.021921e+02 1.021921e+02 1.021921e-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= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.290172e+08 5.330938e-03 0.000000e+00 energy 1.267125e+04 2.026458e-05 1.267125e+03 displacement 1.021921e+02 1.708124e-01 1.017393e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553733 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.290172e+08 3.513373e-04 0.000000e+00 energy 1.267125e+04 2.526120e-07 1.267125e+03 displacement 1.021921e+02 3.382629e-02 1.011639e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.685244e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.073736e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 18.7548 24.2131 -2.95887 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.95887 5 17.3593 24.9027 -2.95887 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 0.42162 0.531487 -0.740017 2 -0.421525 -0.53153 0.739954 4 -9.64506e-12 4.71845e-12 0 5 2.15323e-11 1.93595e-11 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 11.3748 -10.0155 -0.84676 2 0.557932 5.54559 4.43623 4 8.38165e-27 1.71331e-26 3.47154e-10 5 0 0 4.13449e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -1.18872e-11 -2.4078e-11 0 2 0 0 0 3 9.64506e-12 -4.71845e-12 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553625 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 1.289911e+08 8.533085e+06 0.000000e+00 energy 1.266875e+04 8.687798e-02 1.266875e+03 displacement 1.005120e+02 1.005120e+02 1.005120e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553193 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 1.289911e+08 1.852332e-03 0.000000e+00 energy 1.266875e+04 1.208867e-05 1.266875e+03 displacement 1.005120e+02 1.004016e-01 9.976513e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553229 3 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289911e+08 2.136901e-04 0.000000e+00 energy 1.266875e+04 1.195698e-07 1.266875e+03 displacement 1.005120e+02 1.236821e-02 9.955206e-03 ************************************************************************* * 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 : 3 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 18.8196 24.3061 -3.07173 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.07173 5 17.409 25.0033 -3.07173 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 1.08582 1.39392 -1.90414 2 -1.08573 -1.39396 1.90403 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 28.8486 -25.9627 -2.86117 2 1.42893 14.4792 11.7219 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 ....... : 1553229 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 1.289651e+08 8.533083e+06 0.000000e+00 energy 1.266628e+04 9.570321e-02 1.266628e+03 displacement 9.832515e+01 9.832515e+01 9.832515e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552905 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 1.289651e+08 1.291442e+00 0.000000e+00 energy 1.266628e+04 1.045895e-02 1.266628e+03 displacement 9.832515e+01 9.786441e-01 9.865980e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552905 3 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289651e+08 4.679919e-01 0.000000e+00 energy 1.266628e+04 9.590626e-04 1.266628e+03 displacement 9.832515e+01 4.925074e-01 9.708334e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552797 4 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289651e+08 2.490270e-03 0.000000e+00 energy 1.266628e+04 6.653967e-05 1.266628e+03 displacement 9.832515e+01 3.506478e-02 9.682610e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552689 5 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289651e+08 3.523693e-06 0.000000e+00 energy 1.266628e+04 1.832882e-07 1.266628e+03 displacement 9.832515e+01 1.239980e-03 9.678050e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.141364e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.193377e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 18.8844 24.3992 -3.1846 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.1846 5 17.4587 25.1038 -3.1846 Data Record #2 =========================================================================== Step = 3 Time = 0.15 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Forces 1 2.09199 2.72084 -3.66444 2 -2.09199 -2.72085 3.66443 4 -2.8727e-11 1.39472e-11 0 5 2.91954e-11 -1.29063e-11 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 54.8501 -50.0483 -6.34199 2 2.79726 27.9916 22.8765 4 2.47752e-26 5.10294e-26 1.03245e-09 5 0 0 1.75622e-12 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -4.68375e-13 -1.04083e-12 0 2 0 0 0 3 2.8727e-11 -1.39472e-11 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 ....... : 1552725 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 1.289403e+08 8.533085e+06 0.000000e+00 energy 1.266380e+04 1.020977e-01 1.266380e+03 displacement 9.505568e+01 9.505568e+01 9.505568e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553193 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 1.289403e+08 4.973630e-01 0.000000e+00 energy 1.266380e+04 5.364806e-03 1.266380e+03 displacement 9.505568e+01 5.195850e-01 9.277111e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553157 3 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289403e+08 1.619494e-01 0.000000e+00 energy 1.266380e+04 3.261020e-04 1.266380e+03 displacement 9.505568e+01 2.792022e-01 9.309500e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1553157 4 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289403e+08 1.414286e-04 0.000000e+00 energy 1.266380e+04 9.034474e-06 1.266380e+03 displacement 9.505568e+01 6.864669e-03 9.320686e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.224248e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.068139e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 18.9492 24.4923 -3.29746 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.29746 5 17.5084 25.2043 -3.29746 Data Record #2 =========================================================================== Step = 4 Time = 0.2 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Forces 1 3.53021 4.63675 -6.17726 2 -3.5302 -4.63676 6.17724 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 91.579 -84.1813 -11.5305 2 4.78935 47.0698 38.7239 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 ....... : 1553085 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 1.289183e+08 8.533090e+06 0.000000e+00 energy 1.266127e+04 1.074523e-01 1.266127e+03 displacement 9.135832e+01 9.135832e+01 9.135832e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552689 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 1.289183e+08 1.039118e-01 0.000000e+00 energy 1.266127e+04 2.083651e-03 1.266127e+03 displacement 9.135832e+01 2.865989e-01 8.923378e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552617 3 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289183e+08 3.088284e-02 0.000000e+00 energy 1.266127e+04 5.973671e-05 1.266127e+03 displacement 9.135832e+01 1.203300e-01 8.953811e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552653 4 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289183e+08 1.074292e-06 0.000000e+00 energy 1.266127e+04 3.410290e-07 1.266127e+03 displacement 9.135832e+01 5.592239e-04 8.956909e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.333656e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.036755e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 19.0141 24.5853 -3.41033 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.41033 5 17.5581 25.3049 -3.41033 Data Record #2 =========================================================================== Step = 5 Time = 0.25 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Forces 1 5.48276 7.26051 -9.58656 2 -5.48276 -7.26051 9.58656 4 9.15934e-12 -4.85723e-12 0 5 1.11022e-12 2.58127e-11 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 141.084 -130.104 -18.631 2 7.40891 72.5702 59.9799 4 -8.62817e-27 -1.62703e-26 -3.35063e-10 5 0 0 3.59313e-11 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -1.02696e-11 -2.09555e-11 0 2 0 0 0 3 -9.15934e-12 4.85723e-12 0 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552653 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289013e+08 8.533098e+06 0.000000e+00 energy 1.265874e+04 1.200994e-01 1.265874e+03 displacement 8.779898e+01 8.779898e+01 8.779898e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552437 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 1.289013e+08 3.453855e-02 0.000000e+00 energy 1.265874e+04 8.251806e-04 1.265874e+03 displacement 8.779898e+01 1.943322e-01 8.591420e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552509 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289013e+08 5.124367e-03 0.000000e+00 energy 1.265874e+04 1.265096e-05 1.265874e+03 displacement 8.779898e+01 5.059734e-02 8.606985e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552509 4 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289013e+08 9.618814e-09 0.000000e+00 energy 1.265874e+04 1.288888e-08 1.265874e+03 displacement 8.779898e+01 5.053088e-05 8.607725e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.921639e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.003708e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 19.0789 24.6784 -3.52319 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.52319 5 17.6078 25.4054 -3.52319 Data Record #2 =========================================================================== Step = 6 Time = 0.3 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Forces 1 8.04013 10.7242 -14.0514 2 -8.04013 -10.7242 14.0514 4 -2.77556e-13 -4.16334e-13 0 5 -1.27329e-11 -2.57433e-11 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 205.681 -189.684 -27.883 2 10.6255 105.417 87.3383 4 -7.39557e-28 4.93038e-28 2.08116e-12 5 0 0 -4.49846e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 1.30104e-11 2.61596e-11 0 2 0 0 0 3 2.77556e-13 4.16334e-13 0 Data Record #6 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 7 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552509 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 1.288915e+08 8.533113e+06 0.000000e+00 energy 1.265629e+04 1.494632e-01 1.265629e+03 displacement 8.432829e+01 8.432829e+01 8.432829e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552833 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 1.288915e+08 2.650771e-02 0.000000e+00 energy 1.265629e+04 1.986950e-04 1.265629e+03 displacement 8.432829e+01 1.525414e-01 8.252795e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552761 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288915e+08 6.947431e-04 0.000000e+00 energy 1.265629e+04 2.538227e-06 1.265629e+03 displacement 8.432829e+01 2.006714e-02 8.257752e-03 ************************************************************************* * 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 : 3 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 19.1437 24.7714 -3.63606 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.63606 5 17.6575 25.5059 -3.63606 Data Record #2 =========================================================================== Step = 7 Time = 0.35 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Forces 1 11.3392 15.2254 -19.8124 2 -11.3392 -15.2254 19.8124 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 1 288.884 -265.734 -39.5849 2 14.3931 146.961 121.879 4 7.88861e-27 1.77494e-26 3.53234e-10 5 0 0 -3.75023e-12 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 1.14492e-12 2.15106e-12 0 2 0 0 0 3 9.99201e-12 -4.44089e-12 0 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552869 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288894e+08 8.533132e+06 0.000000e+00 energy 1.265481e+04 1.745201e-01 1.265481e+03 displacement 8.097650e+01 8.097650e+01 8.097650e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552545 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288894e+08 2.118922e-02 0.000000e+00 energy 1.265481e+04 1.793562e-04 1.265481e+03 displacement 8.097650e+01 1.198305e-01 7.942185e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1552473 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.288894e+08 5.160145e-05 0.000000e+00 energy 1.265481e+04 3.491132e-07 1.265481e+03 displacement 8.097650e+01 6.149511e-03 7.941237e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.311860e-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 : 5.795534e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 19.2085 24.8645 -3.74892 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.74892 5 17.7072 25.6065 -3.74892 Data Record #2 =========================================================================== Step = 8 Time = 0.4 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Forces 1 15.5593 21.0189 -27.1827 2 -15.5593 -21.0189 27.1827 4 -5.55112e-12 1.66533e-12 0 5 -4.78784e-12 -2.23432e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 395.826 -362.537 -54.2658 2 18.1258 199.605 165.223 4 2.95823e-27 9.86076e-27 1.84755e-10 5 0 0 -3.55955e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 1.0339e-11 2.06779e-11 0 2 0 0 0 3 5.55112e-12 -1.66533e-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 ....... : 1552473 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 1.289005e+08 8.533159e+06 0.000000e+00 energy 1.265359e+04 2.558965e-01 1.265359e+03 displacement 7.787483e+01 7.787483e+01 7.787483e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551861 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 1.289005e+08 2.944007e-02 0.000000e+00 energy 1.265359e+04 4.372240e-04 1.265359e+03 displacement 7.787483e+01 1.020538e-01 7.633760e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551861 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289005e+08 1.143599e-05 0.000000e+00 energy 1.265359e+04 1.743454e-07 1.265359e+03 displacement 7.787483e+01 9.752698e-04 7.631484e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.204033e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.528574e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 19.2733 24.9576 -3.86179 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.86179 5 17.7568 25.707 -3.86179 Data Record #2 =========================================================================== Step = 9 Time = 0.45 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Forces 1 20.914 28.4076 -36.5333 2 -20.914 -28.4076 36.5333 4 1.33227e-11 -7.49401e-12 0 5 -1.8735e-11 -3.26128e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 532.985 -485.666 -72.698 2 20.7261 266.724 219.433 4 -1.3312e-26 -2.36658e-26 -4.93509e-10 5 0 0 -1.85381e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 5.41234e-12 1.07553e-11 0 2 0 0 0 3 -1.33227e-11 7.49401e-12 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551861 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 1.289334e+08 8.533194e+06 0.000000e+00 energy 1.265238e+04 3.697861e-01 1.265238e+03 displacement 7.482508e+01 7.482508e+01 7.482508e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551933 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 1.289334e+08 5.037153e-02 0.000000e+00 energy 1.265238e+04 7.439858e-04 1.265238e+03 displacement 7.482508e+01 1.087968e-01 7.358450e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551933 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289334e+08 7.802794e-06 0.000000e+00 energy 1.265238e+04 1.708732e-07 1.265238e+03 displacement 7.482508e+01 4.955106e-04 7.357749e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.702099e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.082467e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 19.3381 25.0506 -3.97465 2 2.985 -4.183 14.1225 4 2.985 -4.183 -3.97465 5 17.8065 25.8076 -3.97465 Data Record #2 =========================================================================== Step = 10 Time = 0.5 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Forces 1 27.6108 37.6866 -48.2318 2 -27.6107 -37.6867 48.2318 4 -9.99201e-12 4.16334e-12 0 5 2.32453e-12 -1.93595e-11 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 706.967 -640.927 -95.8311 2 21.0038 351.861 286.7 4 7.39557e-27 1.77494e-26 3.49258e-10 5 0 0 -2.62065e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 7.66748e-12 1.51962e-11 0 2 0 0 0 3 9.99201e-12 -4.16334e-12 0 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551897 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 1.289934e+08 8.533247e+06 0.000000e+00 energy 1.265089e+04 4.599184e-01 1.265089e+03 displacement 7.238437e+01 7.238437e+01 7.238437e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551609 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 1.289934e+08 6.770790e-02 0.000000e+00 energy 1.265089e+04 1.206036e-03 1.265089e+03 displacement 7.238437e+01 1.088713e-01 7.144000e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551681 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.289934e+08 1.719260e-05 0.000000e+00 energy 1.265089e+04 2.444227e-07 1.265089e+03 displacement 7.238437e+01 1.708430e-03 7.145845e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.203249e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.725869e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 19.4029 25.1437 -4.08752 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.08752 5 17.8562 25.9081 -4.08752 Data Record #2 =========================================================================== Step = 11 Time = 0.55 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Forces 1 35.7548 49.0139 -62.4774 2 -35.7548 -49.014 62.4774 4 -3.38618e-11 1.55431e-11 0 5 2.40086e-11 -3.52496e-11 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 921.749 -832.16 -124.597 2 17.9629 457.506 368.461 4 2.76101e-26 6.01506e-26 1.20414e-09 5 0 0 -3.39233e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 9.85323e-12 1.97065e-11 0 2 0 0 0 3 3.38618e-11 -1.55431e-11 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551681 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 1.290924e+08 8.533313e+06 0.000000e+00 energy 1.264991e+04 4.943423e-01 1.264991e+03 displacement 7.046265e+01 7.046265e+01 7.046265e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551393 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 1.290924e+08 5.876114e-02 0.000000e+00 energy 1.264991e+04 8.976639e-04 1.264991e+03 displacement 7.046265e+01 9.371458e-02 6.971187e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551393 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.290924e+08 7.326595e-05 0.000000e+00 energy 1.264991e+04 8.341663e-07 1.264991e+03 displacement 7.046265e+01 2.690953e-03 6.975011e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.097888e-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 : 1.241267e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 19.4677 25.2368 -4.20038 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.20038 5 17.9059 26.0086 -4.20038 Data Record #2 =========================================================================== Step = 12 Time = 0.6 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Forces 1 45.0544 61.9812 -78.7641 2 -45.0544 -61.9812 78.7641 4 -1.11022e-12 -5.55112e-13 0 5 1.02696e-11 1.94289e-11 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 1169.47 -1053.17 -158.517 2 12.0803 580.445 462.387 4 -9.86076e-28 1.97215e-27 2.42282e-11 5 0 0 3.23005e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -9.15934e-12 -1.88738e-11 0 2 0 0 0 3 1.11022e-12 5.55112e-13 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551393 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 1.292279e+08 8.533388e+06 0.000000e+00 energy 1.264994e+04 5.326497e-01 1.264994e+03 displacement 6.911463e+01 6.911463e+01 6.911463e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550997 2 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.292279e+08 2.997062e-02 0.000000e+00 energy 1.264994e+04 4.600480e-04 1.264994e+03 displacement 6.911463e+01 8.272349e-02 6.871927e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550961 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.292279e+08 3.125960e-05 0.000000e+00 energy 1.264994e+04 1.140889e-08 1.264994e+03 displacement 6.911463e+01 2.967596e-03 6.879069e-03 ........................ 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 : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 19.5325 25.3298 -4.31325 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.31325 5 17.9556 26.1092 -4.31325 Data Record #2 =========================================================================== Step = 13 Time = 0.65 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Forces 1 55.1732 76.1163 -96.505 2 -55.1732 -76.1163 96.5051 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 1440.71 -1295.85 -196.465 2 4.17156 716.084 565.245 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 ....... : 1550961 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 1.294030e+08 8.533461e+06 0.000000e+00 energy 1.265015e+04 6.121362e-01 1.265015e+03 displacement 6.854117e+01 6.854117e+01 6.854117e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550961 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 1.294030e+08 2.729979e-02 0.000000e+00 energy 1.265015e+04 2.762382e-04 1.265015e+03 displacement 6.854117e+01 7.051315e-02 6.844719e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1550925 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.294030e+08 5.347245e-06 0.000000e+00 energy 1.265015e+04 5.058433e-09 1.265015e+03 displacement 6.854117e+01 2.707956e-03 6.849931e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.136031e-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 : 2.658167e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 19.5974 25.4229 -4.42611 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.42611 5 18.0053 26.2097 -4.42611 Data Record #2 =========================================================================== Step = 14 Time = 0.7 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Forces 1 65.8731 91.0893 -115.287 2 -65.8731 -91.0893 115.287 4 2.33147e-11 -1.27676e-11 0 5 -1.84575e-11 2.30371e-11 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 1728.63 -1554.21 -237.594 2 -5.03517 860.878 674.619 4 -2.26798e-26 -4.14152e-26 -8.58671e-10 5 0 0 1.7489e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -4.85723e-12 -1.02696e-11 0 2 0 0 0 3 -2.33147e-11 1.27676e-11 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 ....... : 1550925 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 1.296087e+08 8.533519e+06 0.000000e+00 energy 1.265059e+04 7.081437e-01 1.265059e+03 displacement 6.848884e+01 6.848884e+01 6.848884e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551141 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.296087e+08 1.399679e-02 0.000000e+00 energy 1.265059e+04 9.673401e-05 1.265059e+03 displacement 6.848884e+01 6.144418e-02 6.856963e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551177 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.296087e+08 3.333254e-06 0.000000e+00 energy 1.265059e+04 1.192636e-08 1.265059e+03 displacement 6.848884e+01 2.196147e-03 6.860498e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.397344e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.241267e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 19.6622 25.516 -4.53898 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.53898 5 18.055 26.3103 -4.53898 Data Record #2 =========================================================================== Step = 15 Time = 0.75 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Forces 1 77.003 106.692 -134.846 2 -77.003 -106.692 134.846 4 -1.11022e-12 -5.55112e-13 0 5 3.747e-12 6.38378e-12 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 2028.76 -1824.29 -281.354 2 -15.0044 1012.43 788.938 4 -9.86076e-28 1.97215e-27 2.42282e-11 5 0 0 9.8443e-12 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -2.63678e-12 -5.82867e-12 0 2 0 0 0 3 1.11022e-12 5.55112e-13 0 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551177 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 1.298476e+08 8.533564e+06 0.000000e+00 energy 1.265177e+04 7.938463e-01 1.265177e+03 displacement 6.873590e+01 6.873590e+01 6.873590e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551285 2 Nonlinear solution status: time= 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 1.298476e+08 4.587858e-03 0.000000e+00 energy 1.265177e+04 7.994527e-05 1.265177e+03 displacement 6.873590e+01 5.722199e-02 6.899054e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551285 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.298476e+08 1.164390e-05 0.000000e+00 energy 1.265177e+04 3.337994e-08 1.265177e+03 displacement 6.873590e+01 2.713492e-03 6.899377e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.316563e-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 : 2.784425e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 19.727 25.609 -4.65184 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.65184 5 18.1046 26.4108 -4.65184 Data Record #2 =========================================================================== Step = 16 Time = 0.8 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Forces 1 88.4369 122.759 -154.966 2 -88.4369 -122.759 154.966 4 -2.55351e-11 1.11022e-11 0 5 2.59515e-11 -9.85323e-12 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 2337.45 -2102.98 -327.449 2 -25.4159 1168.88 906.939 4 1.97215e-26 4.53595e-26 8.99176e-10 5 0 0 2.00806e-12 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -4.16334e-13 -1.249e-12 0 2 0 0 0 3 2.55351e-11 -1.11022e-11 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 ....... : 1551285 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 1.301220e+08 8.533596e+06 0.000000e+00 energy 1.265421e+04 8.810968e-01 1.265421e+03 displacement 6.919411e+01 6.919411e+01 6.919411e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551501 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 1.301220e+08 1.273932e-03 0.000000e+00 energy 1.265421e+04 1.735266e-04 1.265421e+03 displacement 6.919411e+01 5.494478e-02 6.955371e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551501 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301220e+08 2.843484e-05 0.000000e+00 energy 1.265421e+04 7.048622e-08 1.265421e+03 displacement 6.919411e+01 3.011836e-03 6.951621e-03 ........................ 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 : 4.440892e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.866350e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 19.7918 25.7021 -4.76471 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.76471 5 18.1543 26.5113 -4.76471 Data Record #2 =========================================================================== Step = 17 Time = 0.85 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Forces 1 100.084 139.173 -175.491 2 -100.084 -139.173 175.491 4 -2.22045e-12 1.66533e-12 0 5 1.19349e-11 9.57567e-12 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 2652.06 -2388.03 -375.771 2 -36.0895 1328.9 1027.74 4 2.95823e-27 1.18329e-26 2.16935e-10 5 0 0 1.91139e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -5.27356e-12 -1.1241e-11 0 2 4.44089e-12 0 0 3 6.66134e-12 -1.66533e-12 0 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551501 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 1.304279e+08 8.533614e+06 0.000000e+00 energy 1.265684e+04 9.383651e-01 1.265684e+03 displacement 6.978956e+01 6.978956e+01 6.978956e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551753 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 1.304279e+08 1.026372e-03 0.000000e+00 energy 1.265684e+04 1.788755e-04 1.265684e+03 displacement 6.978956e+01 5.321165e-02 7.022802e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551789 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.304279e+08 3.382300e-05 0.000000e+00 energy 1.265684e+04 7.520650e-08 1.265684e+03 displacement 6.978956e+01 3.020030e-03 7.016816e-03 ........................ 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 : 4.440892e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.288783e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 19.8566 25.7952 -4.87757 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.87757 5 18.204 26.6119 -4.87757 Data Record #2 =========================================================================== Step = 18 Time = 0.9 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Forces 1 111.874 155.85 -196.302 2 -111.874 -155.85 196.302 4 2.22045e-12 -5.55112e-13 0 5 -1.66533e-12 -6.80012e-12 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 2970.54 -2677.82 -426.326 2 -46.9182 1491.51 1150.68 4 -9.86076e-28 3.9443e-27 5.64082e-11 5 0 0 -1.28035e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 3.88578e-12 7.35523e-12 0 2 4.44089e-12 0 0 3 2.22045e-12 5.55112e-13 0 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551789 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 1.307771e+08 8.533627e+06 0.000000e+00 energy 1.266200e+04 1.048721e+00 1.266200e+03 displacement 7.048681e+01 7.048681e+01 7.048681e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551285 2 Nonlinear solution status: time= 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 1.307771e+08 5.300085e-04 0.000000e+00 energy 1.266200e+04 1.855835e-04 1.266200e+03 displacement 7.048681e+01 5.366881e-02 7.094573e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.859170e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.176260e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 19.9214 25.8882 -4.99044 2 2.985 -4.183 14.1225 4 2.985 -4.183 -4.99044 5 18.2537 26.7124 -4.99044 Data Record #2 =========================================================================== Step = 19 Time = 0.95 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Forces 1 123.749 172.727 -217.297 2 -123.754 -172.731 217.301 4 -1.11022e-11 3.88578e-12 0 5 1.9082e-11 1.29063e-11 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 3291.1 -2970.88 -479.279 2 -57.8608 1655.84 1275.29 4 6.90253e-27 1.97215e-26 3.77463e-10 5 0 0 2.86224e-11 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -7.97973e-12 -1.67921e-11 0 2 0 0 0 3 1.11022e-11 -3.88578e-12 0 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551285 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 1.311606e+08 8.533636e+06 0.000000e+00 energy 1.266474e+04 1.133484e+00 1.266474e+03 displacement 7.111293e+01 7.111293e+01 7.111293e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 37041 Nr of nonzeroes in stiffness matrix ....... : 1551717 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 1.311606e+08 7.953664e-04 0.000000e+00 energy 1.266474e+04 2.670360e-04 1.266474e+03 displacement 7.111293e+01 5.619616e-02 7.160436e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.309724e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.661049e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 19.9862 25.9813 -5.1033 2 2.985 -4.183 14.1225 4 2.985 -4.183 -5.1033 5 18.3034 26.8129 -5.1033 Data Record #2 =========================================================================== Step = 20 Time = 1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 135.672 189.751 -238.422 2 -135.675 -189.751 238.425 4 -5.55112e-12 1.11022e-12 0 5 4.30211e-12 -3.05311e-12 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 3612.79 -3266.57 -534.586 2 -68.9431 1821.5 1401.05 4 1.97215e-27 9.86076e-27 1.76804e-10 5 0 0 -3.53389e-12 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.249e-12 1.94289e-12 0 2 0 0 0 3 5.55112e-12 -1.11022e-12 0 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 63 Average number of equilibrium iterations .......... : 3.15 Total number of right hand evaluations ............ : 83 Total number of stiffness reformations ............ : 63 Time in linear solver: 0:00:32 Elapsed time : 0:01:12 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 ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:12 (72 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:09 (9 sec) evaluating stiffness ......... : 0:00:05 (5 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 ........ : 0:00:32 (32 sec) Total elapsed time .............. : 0:01:12 (72 sec) N O R M A L T E R M I N A T I O N