=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 2 . 11195 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_compression_r100.0.feb Plot file : FeBio_custom_compression_r100.0.xplt Log file : FeBio_custom_compression_r100.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 52093 Number of solid elements ....................... : 13306 Number of shell elements ....................... : 96714 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 .................................... : -14.7,-10.6,3.19 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -8.02,-10.77,-16.02 --------------------------------------------------------------------------- 3 - ACL (type: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.0255758 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 982.46 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 2.55758 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -8.02,-10.77,3.19 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -8.01918,-10.7271,3.19 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -14.7, -10.6, 3.19 mass : 6.82736e-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, 6.82736e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -8.02, -10.77, -16.02 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.82777e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.82777e-316 Ixz Iyz Izz : 6.82777e-316, 6.82777e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -8.02, -10.77, 3.19 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 : -8.01918, -10.7271, 3.19 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 -3.35 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 8.519547e+00 1.259580e+08 0.000000e+00 energy 2.778442e+00 9.770588e-03 2.778442e-01 displacement 3.196642e+01 3.196642e+01 3.196642e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 8.519547e+00 1.689305e-06 0.000000e+00 energy 2.778442e+00 1.939625e-05 2.778442e-01 displacement 3.196642e+01 6.391337e-01 3.662874e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.400852e-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 : 7.659238e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -14.6804 -10.7038 3.05998 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.05998 5 -8.02115 -10.8304 3.05998 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 0.00335849 -0.0165435 -0.0204279 2 -0.00322874 0.0142754 0.0182465 4 7.6588e-12 -8.15185e-14 0 5 -7.64551e-12 1.48231e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -0.51412 0.452978 -0.451813 2 0.191886 -0.34293 0.302492 4 -1.08604e-28 -1.02036e-26 -3.28857e-13 5 0 0 -9.36011e-12 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -1.32984e-14 -1.40079e-12 0 2 0 0 0 3 -7.6588e-12 8.15185e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370971 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 7.908615e+00 1.259580e+08 0.000000e+00 energy 2.733875e+00 4.813581e-05 2.733875e-01 displacement 3.676908e+01 3.676908e+01 3.676908e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371187 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 7.908615e+00 7.063479e-13 0.000000e+00 energy 2.733875e+00 5.406007e-10 2.733875e-01 displacement 3.676908e+01 4.529033e-02 3.683970e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.138939e-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 : 2.443539e-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 -14.6609 -10.8076 2.92997 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.92997 5 -8.02312 -10.9338 2.92997 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 0.00646737 -0.0287286 -0.0366781 2 -0.00646735 0.0287285 0.0366781 4 -2.43729e-12 1.74692e-13 0 5 2.47032e-12 2.96407e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -0.930974 0.81037 -0.799412 2 0.38519 -0.68935 0.608386 4 2.32737e-28 3.24712e-27 1.04775e-13 5 0 0 -2.09737e-11 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -3.30343e-14 -3.13877e-12 0 2 0 0 0 3 2.43729e-12 -1.74692e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371187 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 7.826752e+00 1.259580e+08 0.000000e+00 energy 2.716645e+00 4.058625e-05 2.716645e-01 displacement 3.673738e+01 3.673738e+01 3.673738e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371331 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 7.826752e+00 1.306314e-13 0.000000e+00 energy 2.716645e+00 7.117731e-10 2.716645e-01 displacement 3.673738e+01 4.560907e-02 3.681647e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.538707e-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 : 5.213675e-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 -14.6413 -10.9113 2.79995 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.79995 5 -8.02508 -11.0372 2.79995 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 0.00976399 -0.0433207 -0.0552817 2 -0.00976398 0.0433207 0.0552817 4 5.21284e-12 9.31059e-14 0 5 -5.16653e-12 4.44536e-12 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -1.40289 1.22145 -1.20577 2 0.579779 -1.03917 0.917548 4 1.24042e-28 -6.9449e-27 -2.2371e-13 5 0 0 -3.03266e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -4.63158e-14 -4.53847e-12 0 2 0 0 0 3 -5.21284e-12 -9.31059e-14 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371331 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 7.869380e+00 1.259580e+08 0.000000e+00 energy 2.731895e+00 4.270374e-05 2.731895e-01 displacement 3.681136e+01 3.681136e+01 3.681136e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371295 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 7.869380e+00 4.949980e-13 0.000000e+00 energy 2.731895e+00 1.068013e-09 2.731895e-01 displacement 3.681136e+01 4.626821e-02 3.690672e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.148275e-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 : 5.233614e-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 -14.6217 -11.0151 2.66994 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.66994 5 -8.02705 -11.1405 2.66994 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 0.0131018 -0.0580665 -0.0740608 2 -0.0131018 0.0580665 0.0740608 4 -5.22152e-12 3.55618e-13 0 5 4.94986e-12 -1.18352e-11 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -1.87896 1.63643 -1.61656 2 0.775543 -1.39237 1.23001 4 4.73779e-28 6.95646e-27 2.24449e-13 5 0 0 7.67272e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 2.7166e-13 1.14795e-11 0 2 0 0 0 3 5.22152e-12 -3.55618e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371295 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 7.918753e+00 1.259580e+08 0.000000e+00 energy 2.747850e+00 4.508766e-05 2.747850e-01 displacement 3.692059e+01 3.692059e+01 3.692059e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 7.918753e+00 7.813674e-13 0.000000e+00 energy 2.747850e+00 1.655059e-09 2.747850e-01 displacement 3.692059e+01 4.744830e-02 3.704168e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.008206e-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 : 2.444024e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -14.6022 -11.1189 2.53992 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.53992 5 -8.02901 -11.2439 2.53992 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 0.0164794 -0.0729659 -0.0930127 2 -0.0164794 0.0729659 0.0930127 4 2.42861e-12 2.74032e-13 0 5 -2.68706e-12 -1.03528e-11 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -2.35899 2.05525 -2.03172 2 0.9723 -1.74888 1.5457 4 3.65084e-28 -3.23556e-27 -1.04036e-13 5 0 0 6.73671e-11 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 2.58447e-13 1.00787e-11 0 2 0 0 0 3 -2.42861e-12 -2.74032e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 7.963983e+00 1.259580e+08 0.000000e+00 energy 2.762967e+00 4.806130e-05 2.762967e-01 displacement 3.708615e+01 3.708615e+01 3.708615e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370899 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 7.963983e+00 2.270108e-12 0.000000e+00 energy 2.762967e+00 2.613678e-09 2.762967e-01 displacement 3.708615e+01 4.967359e-02 3.725001e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.343099e-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 : 7.685786e-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 -14.5826 -11.2227 2.40991 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.40991 5 -8.03098 -11.3473 2.40991 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 0.0198941 -0.0880171 -0.112132 2 -0.0198941 0.0880171 0.112132 4 -7.66748e-12 5.30175e-13 0 5 7.42875e-12 -8.86986e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -2.84269 2.47776 -2.4511 2 1.16978 -2.10852 1.86447 4 7.06335e-28 1.02151e-26 3.29596e-13 5 0 0 5.57462e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 2.38728e-13 8.33968e-12 0 2 0 0 0 3 7.66748e-12 -5.30175e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370899 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 8.014172e+00 1.259580e+08 0.000000e+00 energy 2.777615e+00 5.179693e-05 2.777615e-01 displacement 3.734652e+01 3.734652e+01 3.734652e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371151 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 8.014172e+00 7.526525e-12 0.000000e+00 energy 2.777615e+00 4.093528e-09 2.777615e-01 displacement 3.734652e+01 5.412875e-02 3.758558e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.942553e-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 : 4.486531e-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 : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -14.563 -11.3264 2.27989 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.27989 5 -8.03295 -11.4506 2.27989 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 0.0233409 -0.103215 -0.131408 2 -0.0233409 0.103215 0.131408 4 -1.73472e-14 4.48318e-13 0 5 -2.08031e-13 -7.38721e-12 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -3.32952 2.90369 -2.87439 2 1.36757 -2.47102 2.18606 4 5.97279e-28 2.31112e-29 1.11078e-15 5 0 0 4.63861e-11 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 2.25379e-13 6.93889e-12 0 2 0 0 0 3 1.73472e-14 -4.48318e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371151 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 8.060471e+00 1.259580e+08 0.000000e+00 energy 2.794112e+00 5.675819e-05 2.794112e-01 displacement 3.777626e+01 3.777626e+01 3.777626e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371295 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 8.060471e+00 2.896095e-11 0.000000e+00 energy 2.794112e+00 5.760496e-09 2.794112e-01 displacement 3.777626e+01 6.368440e-02 3.815659e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.221744e-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 : 8.022551e-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 -14.5435 -11.4302 2.14988 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.14988 5 -8.03491 -11.554 2.14988 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 0.0268116 -0.118548 -0.150821 2 -0.0268116 0.118548 0.150821 4 8.01442e-12 3.61039e-13 0 5 -7.88879e-12 1.18558e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -3.81861 3.33253 -3.30102 2 1.56502 -2.83582 2.50997 4 4.81001e-28 -1.06774e-26 -3.43762e-13 5 0 0 -8.16341e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -1.25632e-13 -1.22168e-11 0 2 0 0 0 3 -8.01442e-12 -3.61039e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371295 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 8.107021e+00 1.259580e+08 0.000000e+00 energy 2.810718e+00 6.407601e-05 2.810718e-01 displacement 3.853084e+01 3.853084e+01 3.853084e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371439 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 8.107021e+00 1.316941e-10 0.000000e+00 energy 2.810718e+00 3.591158e-09 2.810718e-01 displacement 3.853084e+01 8.583723e-02 3.919729e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.396094e-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 : 2.204443e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -14.5239 -11.534 2.01986 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 2.01986 5 -8.03688 -11.6574 2.01986 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 0.0302914 -0.133994 -0.170336 2 -0.0302914 0.133994 0.170336 4 -2.11636e-12 6.16911e-13 0 5 2.26178e-12 1.33433e-11 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -4.30845 3.76335 -3.72989 2 1.76107 -3.20195 2.83525 4 8.21891e-28 2.81956e-27 9.13586e-14 5 0 0 -9.32839e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -1.45419e-13 -1.39602e-11 0 2 0 0 0 3 2.11636e-12 -6.16911e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371403 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 8.150799e+00 1.259580e+08 0.000000e+00 energy 2.826642e+00 7.433568e-05 2.826642e-01 displacement 3.996320e+01 3.996320e+01 3.996320e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371439 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 8.150799e+00 4.648938e-10 0.000000e+00 energy 2.826642e+00 1.241695e-09 2.826642e-01 displacement 3.996320e+01 1.176416e-01 4.108408e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.409253e-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 : 5.232273e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -14.5043 -11.6378 1.88985 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.88985 5 -8.03884 -11.7607 1.88985 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 0.033761 -0.149502 -0.189901 2 -0.0337588 0.149506 0.189895 4 5.20417e-12 5.41559e-13 0 5 -5.3832e-12 -2.94415e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -4.7967 4.19478 -4.15904 2 1.95417 -3.56791 3.16033 4 7.21502e-28 -6.93335e-27 -2.22971e-13 5 0 0 1.6074e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 1.79029e-13 2.40259e-12 0 2 0 0 0 3 -5.20417e-12 -5.41559e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371439 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 8.196143e+00 1.259580e+08 0.000000e+00 energy 2.842165e+00 9.559577e-05 2.842165e-01 displacement 4.131503e+01 4.131503e+01 4.131503e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371367 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 8.196143e+00 5.099333e-09 0.000000e+00 energy 2.842165e+00 9.146877e-07 2.842165e-01 displacement 4.131503e+01 2.036570e-01 3.997878e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.781882e-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 : 4.956576e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -14.4848 -11.7415 1.75983 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.75983 5 -8.04081 -11.8641 1.75983 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 0.0373839 -0.165094 -0.209805 2 -0.0373406 0.165138 0.209759 4 -4.89192e-12 7.97973e-13 0 5 4.73254e-12 -1.45717e-12 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -5.29059 4.63363 -4.59302 2 2.14991 -3.94058 3.48929 4 1.06311e-27 6.51735e-27 2.1066e-13 5 0 0 4.42421e-12 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 1.59378e-13 6.59195e-13 0 2 0 0 0 3 4.89192e-12 -7.97973e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371475 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 8.245496e+00 1.259580e+08 0.000000e+00 energy 2.859552e+00 7.070729e-05 2.859552e-01 displacement 3.931383e+01 3.931383e+01 3.931383e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371223 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 8.245496e+00 7.597558e-11 0.000000e+00 energy 2.859552e+00 1.799076e-08 2.859552e-01 displacement 3.931383e+01 5.143617e-02 3.954412e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.515934e-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 : 2.866451e-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 -14.4652 -11.8453 1.62982 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.62982 5 -8.04278 -11.9675 1.62982 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 0.0410125 -0.180894 -0.229866 2 -0.0410096 0.180897 0.229863 4 2.77556e-12 7.16116e-13 0 5 -2.92165e-12 2.11419e-14 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -5.78704 5.07636 -5.03189 2 2.347 -4.3186 3.8219 4 9.54058e-28 -3.69779e-27 -1.18569e-13 5 0 0 -4.90692e-12 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 1.46096e-13 -7.37257e-13 0 2 0 0 0 3 -2.77556e-12 -7.16116e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371223 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 8.298934e+00 1.259580e+08 0.000000e+00 energy 2.877983e+00 7.389636e-05 2.877983e-01 displacement 3.996424e+01 3.996424e+01 3.996424e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371583 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 8.298934e+00 1.115705e-10 0.000000e+00 energy 2.877983e+00 2.143259e-08 2.877983e-01 displacement 3.996424e+01 5.731735e-02 4.037490e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.483868e-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 : 7.419244e-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 -14.4456 -11.9491 1.4998 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.4998 5 -8.04474 -12.0708 1.4998 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 0.0446841 -0.196731 -0.250054 2 -0.0446834 0.196732 0.250056 4 -7.35523e-12 9.72529e-13 0 5 7.22892e-12 1.50813e-12 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -6.28353 5.52207 -5.47206 2 2.54201 -4.69817 4.15525 4 1.29567e-27 9.79913e-27 3.16552e-13 5 0 0 -1.65567e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 1.2631e-13 -2.48065e-12 0 2 0 0 0 3 7.35523e-12 -9.72529e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371583 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 8.353666e+00 1.259580e+08 0.000000e+00 energy 2.895343e+00 7.326103e-05 2.895343e-01 displacement 4.124759e+01 4.124759e+01 4.124759e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371439 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 8.353666e+00 4.279948e-10 0.000000e+00 energy 2.895343e+00 9.061343e-08 2.895343e-01 displacement 4.124759e+01 7.668178e-02 4.206447e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.878754e-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 : 9.433089e-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 : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -14.4261 -12.0529 1.36979 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.36979 5 -8.04671 -12.1742 1.36979 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 0.0483248 -0.212575 -0.270234 2 -0.0483196 0.212578 0.270235 4 3.1225e-13 8.9013e-13 0 5 -4.25278e-13 2.98698e-12 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -6.7759 5.96776 -5.91096 2 2.73254 -5.07691 4.48715 4 1.18589e-27 -4.16001e-28 -1.2678e-14 5 0 0 -2.58879e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 1.13028e-13 -3.87711e-12 0 2 0 0 0 3 -3.1225e-13 -8.9013e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371475 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 8.418583e+00 1.259580e+08 0.000000e+00 energy 2.915972e+00 7.123942e-05 2.915972e-01 displacement 4.332741e+01 4.332741e+01 4.332741e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371367 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 8.418583e+00 7.885289e-10 0.000000e+00 energy 2.915972e+00 1.992113e-07 2.915972e-01 displacement 4.332741e+01 8.583385e-02 4.440730e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.621277e-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 : 9.850729e-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 -14.4065 -12.1566 1.23977 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.23977 5 -8.04867 -12.2776 1.23977 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 0.051889 -0.228359 -0.290303 2 -0.0518829 0.228362 0.290303 4 -9.78384e-12 1.146e-12 0 5 9.6906e-12 4.4745e-12 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -7.26068 6.41137 -6.34588 2 2.91663 -5.45283 4.81546 4 1.52678e-27 1.30347e-26 4.20953e-13 5 0 0 -3.75377e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 9.32414e-14 -5.6205e-12 0 2 0 0 0 3 9.78384e-12 -1.146e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371367 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 8.458234e+00 1.259580e+08 0.000000e+00 energy 2.931780e+00 4.334579e-05 2.931780e-01 displacement 4.650696e+01 4.650696e+01 4.650696e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371403 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 8.458234e+00 3.162457e-09 0.000000e+00 energy 2.931780e+00 1.440965e-06 2.931780e-01 displacement 4.650696e+01 7.885328e-02 4.618945e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.074606e-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 : 2.654795e-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 -14.3869 -12.2604 1.10975 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 1.10975 5 -8.05064 -12.3809 1.10975 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 0.0555072 -0.243962 -0.310405 2 -0.0554021 0.244064 0.310286 4 -2.42861e-12 1.07228e-12 0 5 2.01092e-12 -1.18102e-11 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -7.74005 6.85608 -6.77677 2 3.09499 -5.82718 5.14064 4 1.42856e-27 3.23556e-27 1.05135e-13 5 0 0 7.17913e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 4.17689e-13 1.07379e-11 0 2 0 0 0 3 2.42861e-12 -1.07228e-12 0 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371403 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 8.515209e+00 1.259580e+08 0.000000e+00 energy 2.950983e+00 6.251401e-05 2.950983e-01 displacement 4.294925e+01 4.294925e+01 4.294925e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371367 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 8.515209e+00 3.557465e-10 0.000000e+00 energy 2.950983e+00 1.336492e-07 2.950983e-01 displacement 4.294925e+01 6.523593e-02 4.306806e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.350236e-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 : 5.297678e-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 -14.3674 -12.3642 0.979739 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 0.979739 5 -8.05261 -12.4843 0.979739 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 0.0591804 -0.25998 -0.330793 2 -0.0591641 0.259987 0.330785 4 5.20417e-12 9.90961e-13 0 5 -5.60858e-12 -1.03324e-11 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -8.22725 7.30934 -7.21988 2 3.28007 -6.21538 5.47519 4 1.32022e-27 -6.93335e-27 -2.22604e-13 5 0 0 6.24601e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 4.04407e-13 9.34149e-12 0 2 0 0 0 3 -5.20417e-12 -9.90961e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371331 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 8.582046e+00 1.259580e+08 0.000000e+00 energy 2.973301e+00 6.315081e-05 2.973301e-01 displacement 4.362687e+01 4.362687e+01 4.362687e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371295 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 8.582046e+00 1.001304e-09 0.000000e+00 energy 2.973301e+00 3.541248e-07 2.973301e-01 displacement 4.362687e+01 7.221693e-02 4.387765e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.607817e-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 : 5.081941e-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 -14.3478 -12.468 0.849724 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 0.849724 5 -8.05457 -12.5877 0.849724 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 0.0630082 -0.275891 -0.351361 2 -0.0629665 0.275915 0.35133 4 -4.92661e-12 1.24683e-12 0 5 4.54199e-12 -8.84492e-12 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -8.71364 7.76771 -7.6637 2 3.46203 -6.6063 5.81063 4 1.66111e-27 6.56357e-27 2.12516e-13 5 0 0 5.08103e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 3.84621e-13 7.59809e-12 0 2 0 0 0 3 4.92661e-12 -1.24683e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371295 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 8.651122e+00 1.259580e+08 0.000000e+00 energy 2.994746e+00 7.332600e-05 2.994746e-01 displacement 4.463354e+01 4.463354e+01 4.463354e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 8.651122e+00 8.327450e-10 0.000000e+00 energy 2.994746e+00 3.027249e-07 2.994746e-01 displacement 4.463354e+01 7.234499e-02 4.516193e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.212744e-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 : 2.946486e-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 -14.3282 -12.5717 0.719709 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 0.719709 5 -8.05654 -12.691 0.719709 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 0.066806 -0.291787 -0.371834 2 -0.0667679 0.291798 0.371822 4 2.70617e-12 1.16552e-12 0 5 -3.07751e-12 -7.36715e-12 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -9.19375 8.22613 -8.10701 2 3.63907 -6.99821 6.14551 4 1.55278e-27 -3.60534e-27 -1.15223e-13 5 0 0 4.14792e-11 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 3.71339e-13 6.20164e-12 0 2 0 0 0 3 -2.70617e-12 -1.16552e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 8.787414e+00 1.259580e+08 0.000000e+00 energy 3.022607e+00 6.649309e-05 3.022607e-01 displacement 4.653984e+01 4.653984e+01 4.653984e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 371007 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 8.787414e+00 1.902865e-09 0.000000e+00 energy 3.022607e+00 3.771932e-07 3.022607e-01 displacement 4.653984e+01 9.662268e-02 4.698593e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.328799e-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 : 7.491310e-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 -14.3087 -12.6755 0.589693 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 0.589693 5 -8.0585 -12.7944 0.589693 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 0.0706084 -0.307574 -0.392161 2 -0.0705617 0.307569 0.392161 4 -7.35523e-12 1.42139e-12 0 5 7.3414e-12 1.18666e-11 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -9.66533 8.68388 -8.54861 2 3.80939 -7.39002 6.47891 4 1.89367e-27 9.79913e-27 3.16918e-13 5 0 0 -8.87728e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.38236e-14 -1.3288e-11 0 2 0 0 0 3 7.35523e-12 -1.42139e-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 ............ : 40 Average number of equilibrium iterations .......... : 2 Total number of right hand evaluations ............ : 60 Total number of stiffness reformations ............ : 40 Time in linear solver: 0:00:04 Elapsed time : 0:00:28 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 ...................... : 0:00:28 (28 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:02 (2 sec) evaluating stiffness ......... : 0:00:00 (0 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:21 (21 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:04 (4 sec) Total elapsed time .............. : 0:00:28 (28 sec) N O R M A L T E R M I N A T I O N