=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 2 . 11195 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_tension_r100.0.feb Plot file : FeBio_custom_tension_r100.0.xplt Log file : FeBio_custom_tension_r100.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 69108 Number of solid elements ....................... : 101035 Number of shell elements ....................... : 96306 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 20 Time step size ................................. : 0.05 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 50 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0.05 Number of loadcurves ........................... : 1 SOLVER PARAMETERS =========================================================================== lstol ............................................. : 0.9 lsmin ............................................. : 0.01 lsiter ............................................ : 5 max_refs .......................................... : 25 max_ups ........................................... : 0 qn_max_buffer_size ................................ : 0 qn_cycle_buffer ................................... : true cmax .............................................. : 100000 qnmethod .......................................... : 1 check_zero_diagonal ............................... : true zero_diagonal_tol ................................. : 0 equation_scheme ................................... : 0 force_partition ................................... : 0 reform_each_time_step ............................. : true diverge_reform .................................... : true do_reforms ........................................ : true dtol .............................................. : 0.01 etol .............................................. : 0.1 rtol .............................................. : 0 min_residual ...................................... : 0.001 max_residual ...................................... : 0 rhoi .............................................. : -2 alpha ............................................. : 1 beta .............................................. : 0.25 gamma ............................................. : 0.5 symmetric_stiffness ............................... : false logSolve .......................................... : false OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) rigid position (type = vec3f, format = REGION) rigid angular position (type = vec3f, format = REGION) rigid force (type = vec3f, format = REGION) rigid torque (type = vec3f, format = REGION) fiber stretch (type = float, format = ITEM) Surface Variables: contact gap (type = float, format = ITEM) contact pressure (type = float, format = ITEM) contact traction (type = vec3f, format = ITEM) MATERIAL DATA =========================================================================== 1 - FMB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -2.66,17.5,6.47 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,-15.35 --------------------------------------------------------------------------- 3 - ACL (type: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.0188937 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 414.684 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 1.88937 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,6.47 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.682434,17.2745,6.47 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -2.66, 17.5, 6.47 mass : 6.26801e-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, 6.26801e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0.385, 12.8662, -15.35 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.26842e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.26842e-316 Ixz Iyz Izz : 6.26842e-316, 6.26842e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 0.385, 12.8662, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : 0.682434, 17.2745, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== LOADCURVE DATA =========================================================================== 1 0 0 1 2.92 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : unsymmetric ===== beginning time step 1 : 0.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369142 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.088163e+00 2.389582e+07 0.000000e+00 energy 4.482883e+00 2.426178e-02 4.482883e-01 displacement 1.934679e+02 1.934679e+02 1.934679e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368530 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 5.088163e+00 1.781650e-03 0.000000e+00 energy 4.482883e+00 7.992930e-04 4.482883e-01 displacement 1.934679e+02 1.017649e+00 1.821719e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368674 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 5.088163e+00 1.050950e-04 0.000000e+00 energy 4.482883e+00 5.663553e-05 4.482883e-01 displacement 1.934679e+02 1.952005e-02 1.805198e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.242503e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.283148e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -2.69682 17.5785 6.58749 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.58749 5 0.687538 17.3501 6.58749 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 -0.0877271 0.166094 0.253103 2 0.0918193 -0.174195 -0.26577 4 -4.25007e-13 5.31259e-14 0 5 -7.64363e-14 -7.27825e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -6.458 1.27066 -3.09118 2 9.34284 -0.144238 3.34127 4 4.71853e-29 3.77482e-28 1.88935e-12 5 0 0 2.42626e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 5.01444e-13 7.22512e-12 0 2 0 0 0 3 4.25007e-13 -5.31259e-14 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368674 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 9.079661e+00 2.389582e+07 0.000000e+00 energy 6.365671e+00 3.154912e-03 6.365671e-01 displacement 1.690377e+02 1.690377e+02 1.690377e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368494 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 9.079661e+00 1.046908e-05 0.000000e+00 energy 6.365671e+00 2.360073e-05 6.365671e-01 displacement 1.690377e+02 7.487894e-01 1.619235e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.065356e-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 : 1.544855e-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 -2.73364 17.6569 6.70497 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.70497 5 0.692641 17.4258 6.70497 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 -0.234656 0.453063 0.691521 2 0.236792 -0.457277 -0.69803 4 1.5439e-12 -5.42101e-14 0 5 -1.8052e-13 2.06627e-11 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -17.6083 3.55113 -8.34407 2 24.5067 -0.542817 8.71149 4 -4.81482e-29 -1.37126e-27 -6.82208e-12 5 0 0 -6.91901e-11 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -1.36338e-12 -2.06085e-11 0 2 0 0 0 3 -1.5439e-12 5.42101e-14 0 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368458 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 1.567596e+01 2.389582e+07 0.000000e+00 energy 8.189565e+00 1.856855e-03 8.189565e-01 displacement 1.563952e+02 1.563952e+02 1.563952e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368026 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 1.567596e+01 7.026429e-07 0.000000e+00 energy 8.189565e+00 3.459865e-06 8.189565e-01 displacement 1.563952e+02 4.147585e-01 1.531918e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.310692e-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 : 1.144920e-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 : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -2.77046 17.7354 6.82246 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.82246 5 0.697745 17.5014 6.82246 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 -0.486333 0.957875 1.46025 2 0.487083 -0.959144 -1.46229 4 1.14492e-12 -2.1684e-15 0 5 -3.02492e-13 1.3082e-11 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -37.0209 7.69787 -17.451 2 51.2168 -1.5249 18.1322 4 -1.92593e-30 -1.01689e-27 -5.04776e-12 5 0 0 -4.39084e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -8.42425e-13 -1.30798e-11 0 2 0 0 0 3 -1.14492e-12 2.1684e-15 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368134 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 3.905669e+01 2.389582e+07 0.000000e+00 energy 1.172768e+01 2.548972e-04 1.172768e+00 displacement 1.508334e+02 1.508334e+02 1.508334e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367882 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 3.905669e+01 2.922338e-07 0.000000e+00 energy 1.172768e+01 9.783186e-07 1.172768e+00 displacement 1.508334e+02 2.218613e-01 1.493182e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.957849e-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 : 2.790277e-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 : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -2.80728 17.8139 6.93995 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.93995 5 0.702848 17.577 6.93995 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 -0.935782 1.8784 2.85555 2 0.935951 -1.87854 -2.85581 4 -2.77556e-12 2.86229e-13 0 5 7.29668e-13 -2.97939e-11 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -71.983 15.4924 -33.8886 2 99.7323 -3.74933 35.2605 4 2.54223e-28 2.46519e-27 1.23206e-11 5 0 0 9.90888e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 2.04589e-12 2.95076e-11 0 2 0 0 0 3 2.77556e-12 -2.86229e-13 0 Data Record #6 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 5 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367918 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 1.261958e+02 2.389582e+07 0.000000e+00 energy 1.848875e+01 3.709137e-03 1.848875e+00 displacement 1.481587e+02 1.481587e+02 1.481587e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367558 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 1.261958e+02 1.819003e-05 0.000000e+00 energy 1.848875e+01 5.669721e-06 1.848875e+00 displacement 1.481587e+02 1.311228e-01 1.474337e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.379920e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.180174e-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 : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -2.84411 17.8923 7.05743 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.05743 5 0.707952 17.6527 7.05743 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 -1.76252 3.59534 5.44814 2 1.76343 -3.5971 -5.45079 4 -7.97973e-13 1.79978e-13 0 5 6.36427e-13 -1.55041e-12 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -136.507 30.4246 -64.3913 2 189.775 -8.53342 67.1797 4 1.59852e-28 7.08742e-28 3.57122e-12 5 0 0 4.61701e-12 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 1.61546e-13 1.37043e-12 0 2 0 0 0 3 7.97973e-13 -1.79978e-13 0 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367486 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.546551e+02 2.389582e+07 0.000000e+00 energy 3.124161e+01 9.195364e-04 3.124161e+00 displacement 1.469874e+02 1.469874e+02 1.469874e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367126 2 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.546551e+02 1.429610e-04 0.000000e+00 energy 3.124161e+01 1.514498e-05 3.124161e+00 displacement 1.469874e+02 7.705588e-02 1.470738e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.908010e-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 : 1.236683e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -2.88093 17.9708 7.17492 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.17492 5 0.713055 17.7283 7.17492 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 -3.27529 6.76246 10.218 2 3.27708 -6.76586 -10.2233 4 -1.21431e-12 2.34188e-13 0 5 5.31259e-13 -9.11597e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -254.711 58.4697 -120.544 2 355.055 -18.0805 125.981 4 2.08e-28 1.07852e-27 5.42266e-12 5 0 0 2.98408e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 6.83047e-13 8.88178e-12 0 2 0 0 0 3 1.21431e-12 -2.34188e-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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367054 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 1.251638e+03 2.389582e+07 0.000000e+00 energy 5.188503e+01 4.385198e-02 5.188503e+00 displacement 1.473216e+02 1.473216e+02 1.473216e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366874 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 1.251638e+03 2.847664e-04 0.000000e+00 energy 5.188503e+01 7.363820e-05 5.188503e+00 displacement 1.473216e+02 7.742804e-02 1.482490e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.898001e-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 : 1.804863e-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 : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -2.91775 18.0493 7.2924 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.2924 5 0.718159 17.804 7.2924 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 -5.90835 12.2985 18.5427 2 5.90789 -12.2966 -18.5407 4 1.80411e-12 5.20417e-14 0 5 -6.22332e-13 1.88911e-11 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -460.885 107.666 -218.518 2 643.18 -35.113 228.485 4 4.62223e-29 -1.60237e-27 -7.93755e-12 5 0 0 -6.35829e-11 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.18178e-12 -1.89432e-11 0 2 0 0 0 3 -1.80411e-12 -5.20417e-14 0 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366910 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.894999e+03 2.389582e+07 0.000000e+00 energy 7.975628e+01 6.295643e-02 7.975628e+00 displacement 1.496308e+02 1.496308e+02 1.496308e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366946 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.894999e+03 5.823151e-04 0.000000e+00 energy 7.975628e+01 2.466643e-04 7.975628e+00 displacement 1.496308e+02 1.226321e-01 1.517131e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.174648e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 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 : 1.391676e-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 : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -2.95457 18.1277 7.40989 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.40989 5 0.723262 17.8796 7.40989 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 -10.0063 20.9304 31.5136 2 10.0057 -20.9286 -31.511 4 1.38778e-12 1.04083e-13 0 5 -7.069e-13 1.16226e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -783.144 183.027 -370.528 2 1093.63 -60.5158 387.754 4 9.24446e-29 -1.2326e-27 -6.08676e-12 5 0 0 -3.93494e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -6.80879e-13 -1.17267e-11 0 2 0 0 0 3 -1.38778e-12 -1.04083e-13 0 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366946 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 5.787479e+03 2.389582e+07 0.000000e+00 energy 1.144843e+02 1.143008e-02 1.144843e+01 displacement 1.542390e+02 1.542390e+02 1.542390e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366766 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 5.787479e+03 4.800028e-04 0.000000e+00 energy 1.144843e+02 2.575967e-04 1.144843e+01 displacement 1.542390e+02 1.371511e-01 1.568617e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.479117e-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 : 2.400963e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -2.99139 18.2062 7.52738 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.52738 5 0.728366 17.9552 7.52738 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 -15.612 32.7458 49.2627 2 15.6172 -32.7579 -49.2793 4 -6.93889e-14 2.29851e-13 0 5 2.47198e-13 4.24574e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -1226.48 282.303 -576.682 2 1713.15 -91.5331 604.106 4 2.04149e-28 6.16298e-29 3.74251e-13 5 0 0 -1.49995e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -1.77809e-13 -4.47559e-12 0 2 0 0 0 3 6.93889e-14 -2.29851e-13 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366730 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 9.458417e+03 2.389582e+07 0.000000e+00 energy 1.511720e+02 2.286021e-02 1.511720e+01 displacement 1.595881e+02 1.595881e+02 1.595881e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366550 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 9.458417e+03 3.646564e-04 0.000000e+00 energy 1.511720e+02 1.541048e-04 1.511720e+01 displacement 1.595881e+02 1.208782e-01 1.623508e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.037801e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 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 : 5.637851e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -3.02821 18.2847 7.64486 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.64486 5 0.733469 18.0309 7.64486 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 -22.5315 47.3316 71.1706 2 22.5334 -47.3358 -71.1763 4 -4.85723e-13 2.86229e-13 0 5 1.43115e-13 -3.30465e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -1776.55 399.423 -828.45 2 2479.52 -124.255 868.002 4 2.54223e-28 4.31408e-28 2.22634e-12 5 0 0 1.01661e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 3.42608e-13 3.01842e-12 0 2 0 0 0 3 4.85723e-13 -2.86229e-13 0 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366514 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 1.395204e+04 2.389582e+07 0.000000e+00 energy 1.875800e+02 2.555586e-02 1.875800e+01 displacement 1.652002e+02 1.652002e+02 1.652002e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366658 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 1.395204e+04 1.866958e-04 0.000000e+00 energy 1.875800e+02 1.206029e-04 1.875800e+01 displacement 1.652002e+02 1.182845e-01 1.679604e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.026975e-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 : 9.633965e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -3.06503 18.3631 7.76235 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.76235 5 0.738573 18.1065 7.76235 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 -30.3609 63.8339 95.9573 2 30.3619 -63.836 -95.9598 4 -9.02056e-13 3.38271e-13 0 5 5.63785e-14 -1.05731e-11 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -2401.52 526.92 -1110.8 2 3349.5 -156.266 1164.17 4 3.00445e-28 8.01187e-28 4.07713e-12 5 0 0 3.44001e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 8.45678e-13 1.02349e-11 0 2 0 0 0 3 9.02056e-13 -3.38271e-13 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366586 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 1.714213e+04 2.389582e+07 0.000000e+00 energy 2.119289e+02 3.096071e-02 2.119289e+01 displacement 1.707779e+02 1.707779e+02 1.707779e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366118 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 1.714213e+04 1.076508e-04 0.000000e+00 energy 2.119289e+02 6.752930e-05 2.119289e+01 displacement 1.707779e+02 9.357475e-02 1.733291e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.758521e-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 : 1.064985e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -3.10185 18.4416 7.87984 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.87984 5 0.743676 18.1821 7.87984 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 -38.6287 81.2583 122.13 2 38.6294 -81.2599 -122.132 4 1.04083e-12 2.25514e-13 0 5 -1.73472e-14 1.73299e-11 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -3063.24 658.289 -1407.35 2 4270.01 -186.794 1475.34 4 2.00297e-28 -9.24446e-28 -4.52121e-12 5 0 0 -5.89086e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -1.02349e-12 -1.75554e-11 0 2 0 0 0 3 -1.04083e-12 -2.25514e-13 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366118 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 1.918350e+04 2.389582e+07 0.000000e+00 energy 2.273623e+02 4.858436e-02 2.273623e+01 displacement 1.757673e+02 1.757673e+02 1.757673e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366118 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 1.918350e+04 6.003812e-05 0.000000e+00 energy 2.273623e+02 3.079158e-05 2.273623e+01 displacement 1.757673e+02 6.843232e-02 1.779316e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.504985e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.313845e-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 -3.13868 18.5201 7.99732 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.99732 5 0.74878 18.2578 7.99732 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 -47.0489 99.0021 148.783 2 47.0487 -99.0018 -148.783 4 -6.93889e-13 4.0766e-13 0 5 -6.20164e-13 -2.53877e-11 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -3738.23 790.26 -1708.51 2 5208.43 -216.059 1791.34 4 3.62075e-28 1.10934e-27 5.6272e-12 5 0 0 8.39156e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 1.86916e-12 2.498e-11 0 2 5.55112e-13 0 0 3 1.249e-12 -4.0766e-13 0 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366118 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.079060e+04 2.389582e+07 0.000000e+00 energy 2.384781e+02 3.858724e-02 2.384781e+01 displacement 1.798960e+02 1.798960e+02 1.798960e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365578 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.079060e+04 1.493556e-05 0.000000e+00 energy 2.384781e+02 1.117646e-05 2.384781e+01 displacement 1.798960e+02 5.170897e-02 1.816154e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.844947e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.899355e-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 : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -3.1755 18.5985 8.11481 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.11481 5 0.753883 18.3334 8.11481 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 -55.4829 116.774 175.48 2 55.4831 -116.774 -175.48 4 1.38778e-13 3.72966e-13 8.88178e-12 5 4.16334e-13 2.47198e-12 -8.88178e-12 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -4414.95 921.449 -2009.69 2 6149.13 -244.347 2107.42 4 3.91534e-11 -2.64175e-12 1.94625e-12 5 0 0 -9.50905e-12 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 0 -2.84495e-12 0 2 5.55112e-13 0 0 3 4.16334e-13 -3.72966e-13 -8.88178e-12 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365578 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.198756e+04 2.389582e+07 0.000000e+00 energy 2.459756e+02 3.848432e-02 2.459756e+01 displacement 1.831997e+02 1.831997e+02 1.831997e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365542 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.198756e+04 8.506320e-06 0.000000e+00 energy 2.459756e+02 4.875595e-06 2.459756e+01 displacement 1.831997e+02 4.376552e-02 1.846423e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.400354e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.930849e-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 -3.21232 18.677 8.23229 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.23229 5 0.758987 18.4091 8.23229 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 -63.8709 134.447 202.03 2 63.871 -134.447 -202.03 4 -2.77556e-13 4.25007e-13 -8.88178e-12 5 3.29597e-13 -4.79651e-12 8.88178e-12 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -5088.37 1051.32 -2308.95 2 7084.98 -271.862 2421.46 4 -3.91534e-11 2.64175e-12 3.79704e-12 5 0 0 1.47249e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 5.0307e-13 4.3715e-12 0 2 5.55112e-13 0 0 3 8.32667e-13 -4.25007e-13 8.88178e-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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365542 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.287052e+04 2.389582e+07 0.000000e+00 energy 2.513743e+02 3.265364e-02 2.513743e+01 displacement 1.859174e+02 1.859174e+02 1.859174e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365218 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.287052e+04 3.212706e-06 0.000000e+00 energy 2.513743e+02 2.049232e-06 2.513743e+01 displacement 1.859174e+02 3.900145e-02 1.870213e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.163155e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.964073e-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 -3.24914 18.7555 8.34978 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.34978 5 0.76409 18.4847 8.34978 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 -72.1829 151.958 228.338 2 72.1829 -151.958 -228.338 4 -5.55112e-13 4.85723e-13 -8.88178e-12 5 1.04083e-13 -1.20737e-11 8.88178e-12 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -5755.95 1179.63 -2605.33 2 8012.58 -298.717 2732.46 4 -3.91534e-11 2.64175e-12 5.03864e-12 5 0 0 3.89589e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.00614e-12 1.1588e-11 0 2 5.55112e-13 0 0 3 1.11022e-12 -4.85723e-13 8.88178e-12 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365254 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.355167e+04 2.389582e+07 0.000000e+00 energy 2.554519e+02 2.170634e-02 2.554519e+01 displacement 1.879937e+02 1.879937e+02 1.879937e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364858 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.355167e+04 1.174754e-06 0.000000e+00 energy 2.554519e+02 1.058849e-06 2.554519e+01 displacement 1.879937e+02 3.671101e-02 1.888716e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.625970e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.096872e-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 -3.28596 18.8339 8.46727 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.46727 5 0.769194 18.5603 8.46727 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 -80.4051 169.278 254.36 2 80.4052 -169.279 -254.361 4 2.498e-12 3.03577e-13 8.88178e-12 5 -1.0842e-12 1.59334e-11 -8.88178e-12 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -6416.52 1306.27 -2898.39 2 8930.32 -324.983 3039.97 4 3.91534e-11 -2.64175e-12 -8.47451e-12 5 0 0 -5.44648e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -8.58688e-13 -1.6237e-11 0 2 5.55112e-13 0 0 3 -1.94289e-12 -3.03577e-13 -8.88178e-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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364858 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.405029e+04 2.389582e+07 0.000000e+00 energy 2.581898e+02 1.606232e-02 2.581898e+01 displacement 1.896300e+02 1.896300e+02 1.896300e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364678 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.405029e+04 5.930131e-07 0.000000e+00 energy 2.581898e+02 4.948990e-07 2.581898e+01 displacement 1.896300e+02 3.529558e-02 1.903049e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.672386e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.935396e-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 -3.32278 18.9124 8.58475 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.58475 5 0.774297 18.636 8.58475 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 -88.5308 186.394 280.076 2 88.5309 -186.394 -280.077 4 -2.77556e-13 5.11743e-13 -8.88178e-12 5 -1.21431e-12 -2.71571e-11 8.88178e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -7069.48 1431.21 -3187.92 2 9837.38 -350.709 3343.75 4 -3.91534e-11 2.64175e-12 3.82284e-12 5 0 0 8.9522e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 2.04697e-12 2.66454e-11 0 2 5.55112e-13 0 0 3 8.32667e-13 -5.11743e-13 8.88178e-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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364678 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.417264e+04 2.389582e+07 0.000000e+00 energy 2.591918e+02 1.543472e-02 2.591918e+01 displacement 1.908590e+02 1.908590e+02 1.908590e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364606 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.417264e+04 3.548744e-07 0.000000e+00 energy 2.591918e+02 3.520276e-07 2.591918e+01 displacement 1.908590e+02 3.470969e-02 1.914241e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.809780e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.894586e-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 : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -3.3596 18.9909 8.70224 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.70224 5 0.779401 18.7116 8.70224 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 -96.5574 203.299 305.477 2 96.5574 -203.299 -305.477 4 5.55112e-13 4.77049e-13 -8.88178e-12 5 -1.43115e-13 1.32706e-12 8.88178e-12 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -7714.6 1554.46 -3473.85 2 10733.5 -375.925 3643.75 4 -3.91534e-11 2.64175e-12 1.41891e-13 5 0 0 -5.99785e-12 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 1.43115e-13 -1.80411e-12 0 2 5.55112e-13 0 0 3 0 -4.77049e-13 8.88178e-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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364606 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.422871e+04 2.389582e+07 0.000000e+00 energy 2.599271e+02 1.292033e-02 2.599271e+01 displacement 1.918875e+02 1.918875e+02 1.918875e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364066 2 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.422871e+04 1.719806e-07 0.000000e+00 energy 2.599271e+02 2.084106e-07 2.599271e+01 displacement 1.918875e+02 3.430623e-02 1.923595e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.797877e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.907784e-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 -3.39642 19.0694 8.81973 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.81973 5 0.784504 18.7873 8.81973 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 -104.484 219.993 330.561 2 104.484 -219.993 -330.561 4 1.38778e-13 5.37764e-13 -8.88178e-12 5 -2.51535e-13 -6.29705e-12 8.88178e-12 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -8351.83 1676.02 -3756.17 2 11618.5 -400.657 3939.93 4 -3.91534e-11 2.64175e-12 1.99526e-12 5 0 0 1.94006e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 6.67869e-13 5.75928e-12 0 2 5.55112e-13 0 0 3 4.16334e-13 -5.37764e-13 8.88178e-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 ............ : 41 Average number of equilibrium iterations .......... : 2.05 Total number of right hand evaluations ............ : 61 Total number of stiffness reformations ............ : 41 Time in linear solver: 0:00:26 Elapsed time : 0:01:08 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:08 (68 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:05 (5 sec) evaluating stiffness ......... : 0:00:10 (10 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:26 (26 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:26 (26 sec) Total elapsed time .............. : 0:01:09 (69 sec) N O R M A L T E R M I N A T I O N