=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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.feb Plot file : FeBio_custom_tension.xplt Log file : FeBio_custom_tension.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 ................................................ : 0.013565 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 835.178 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 135.65 --------------------------------------------------------------------------- 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 : 6.1395e-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, 6.13951e-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, 6.13991e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.13991e-316 Ixz Iyz Izz : 6.13991e-316, 6.13991e-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 1.569982e+04 1.259580e+08 0.000000e+00 energy 1.024492e+02 4.000441e-02 1.024492e+01 displacement 3.715999e+01 3.715999e+01 3.715999e-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= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569982e+04 2.432866e-04 0.000000e+00 energy 1.024492e+02 5.856391e-05 1.024492e+01 displacement 3.715999e+01 2.520267e-01 3.554323e-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 -14.7196 -10.4962 3.32002 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.32002 5 -8.01722 -10.6237 3.32002 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 -0.0421488 0.193326 0.253484 2 0.0402903 -0.19776 -0.252009 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 6.41644 -5.62916 5.35299 2 -2.63189 4.68506 -4.0986 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 ....... : 370899 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.574565e+04 1.259580e+08 0.000000e+00 energy 1.024058e+02 2.088301e-02 1.024058e+01 displacement 3.477062e+01 3.477062e+01 3.477062e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370863 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.574565e+04 5.362886e-06 0.000000e+00 energy 1.024058e+02 2.889510e-06 1.024058e+01 displacement 3.477062e+01 7.689632e-02 3.403864e-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 -14.7391 -10.3924 3.45003 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.45003 5 -8.01525 -10.5203 3.45003 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 -0.105341 0.519576 0.665676 2 0.10511 -0.520541 -0.665859 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 16.8152 -14.7729 14.1898 2 -6.93715 12.3488 -10.748 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 ....... : 370863 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 1.580100e+04 1.259580e+08 0.000000e+00 energy 1.024611e+02 3.036028e-02 1.024611e+01 displacement 3.318425e+01 3.318425e+01 3.318425e-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= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.580100e+04 7.393900e-06 0.000000e+00 energy 1.024611e+02 4.578165e-06 1.024611e+01 displacement 3.318425e+01 7.663446e-02 3.231454e-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 -14.7587 -10.2887 3.58005 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.58005 5 -8.01329 -10.417 3.58005 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 -0.207443 1.0334 1.32285 2 0.20729 -1.03442 -1.32332 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 33.3554 -29.2978 28.1137 2 -13.7296 24.4534 -21.2621 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 ....... : 370935 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.590856e+04 1.259580e+08 0.000000e+00 energy 1.027122e+02 4.237983e-02 1.027122e+01 displacement 3.134185e+01 3.134185e+01 3.134185e-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= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.590856e+04 8.940574e-06 0.000000e+00 energy 1.027122e+02 5.838124e-06 1.027122e+01 displacement 3.134185e+01 7.973249e-02 3.044621e-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 -14.7783 -10.1849 3.71006 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.71006 5 -8.01132 -10.3136 3.71006 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 -0.3661 1.84109 2.35354 2 0.366064 -1.84166 -2.35387 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 59.2321 -51.9696 49.859 2 -24.2819 43.2914 -37.6393 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 ....... : 370935 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 1.613860e+04 1.259580e+08 0.000000e+00 energy 1.035752e+02 5.099939e-02 1.035752e+01 displacement 2.950087e+01 2.950087e+01 2.950087e-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= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.613860e+04 8.930806e-06 0.000000e+00 energy 1.035752e+02 7.453091e-06 1.035752e+01 displacement 2.950087e+01 7.671551e-02 2.873868e-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 -14.7978 -10.0811 3.84008 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.84008 5 -8.00935 -10.2102 3.84008 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 -0.612945 3.11191 3.9707 2 0.613191 -3.11206 -3.97113 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 99.7407 -87.3354 83.8266 2 -40.6835 72.6065 -63.1663 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 ....... : 370899 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.670127e+04 1.259580e+08 0.000000e+00 energy 1.061757e+02 1.797396e-02 1.061757e+01 displacement 2.797227e+01 2.797227e+01 2.797227e-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 1.670127e+04 4.094474e-05 0.000000e+00 energy 1.061757e+02 1.371476e-05 1.061757e+01 displacement 2.797227e+01 6.767732e-02 2.747070e-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 -14.8174 -9.97734 3.97009 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.97009 5 -8.00739 -10.1069 3.97009 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 -1.00563 5.15222 6.55949 2 1.00586 -5.15018 -6.5582 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 1 164.477 -143.567 137.953 2 -66.6946 119.068 -103.707 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 ....... : 370863 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 1.895529e+04 1.259580e+08 0.000000e+00 energy 1.152954e+02 6.924647e-03 1.152954e+01 displacement 2.709706e+01 2.709706e+01 2.709706e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370755 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 1.895529e+04 5.105120e-04 0.000000e+00 energy 1.152954e+02 2.875861e-05 1.152954e+01 displacement 2.709706e+01 5.679602e-02 2.693334e-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 : 4.463498e-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 -14.837 -9.87357 4.10011 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.10011 5 -8.00542 -10.0035 4.10011 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 -1.66582 8.59743 10.9209 2 1.66427 -8.59254 -10.9161 4 1.73472e-14 -4.48318e-13 -4.44089e-12 5 2.08031e-13 7.38721e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 273.502 -237.523 228.66 2 -110.291 196.498 -171.442 4 -1.90646e-13 3.62612e-15 -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 4.44089e-12 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 ....... : 370755 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 2.975103e+04 1.259580e+08 0.000000e+00 energy 1.393836e+02 3.358212e-01 1.393836e+01 displacement 2.675272e+01 2.675272e+01 2.675272e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370647 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 2.975103e+04 3.535075e-02 0.000000e+00 energy 1.393836e+02 1.190034e-04 1.393836e+01 displacement 2.675272e+01 5.654560e-02 2.627266e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370647 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.975103e+04 7.086321e-05 0.000000e+00 energy 1.393836e+02 1.103153e-06 1.393836e+01 displacement 2.675272e+01 1.524509e-05 2.628128e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.203896e-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 : 1.105215e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -14.8565 -9.76979 4.23012 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.23012 5 -8.00346 -9.90014 4.23012 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 -2.81909 14.6608 18.5826 2 2.81909 -14.6608 -18.5826 4 1.00961e-11 -7.05274e-13 -4.44089e-12 5 -9.8905e-12 5.90511e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 465.197 -401.255 387.067 2 -186.901 331.301 -289.658 4 -1.90646e-13 3.62612e-15 -4.33998e-13 5 0 0 -3.47653e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -2.05592e-13 -5.19983e-12 0 2 0 0 0 3 -1.00961e-11 7.05274e-13 4.44089e-12 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 ....... : 370647 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 3.561209e+04 1.259581e+08 0.000000e+00 energy 1.534704e+02 5.952014e-01 1.534704e+01 displacement 2.582802e+01 2.582802e+01 2.582802e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370611 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 3.561209e+04 1.717797e-01 0.000000e+00 energy 1.534704e+02 1.563423e-03 1.534704e+01 displacement 2.582802e+01 6.369668e-02 2.511396e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370611 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.561209e+04 1.137582e-04 0.000000e+00 energy 1.534704e+02 3.271987e-06 1.534704e+01 displacement 2.582802e+01 6.684806e-05 2.511477e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.803909e-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 : 5.116449e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -14.8761 -9.66602 4.36014 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.36014 5 -8.00149 -9.79677 4.36014 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 -4.82494 25.2352 31.9264 2 4.82493 -25.2353 -31.9264 4 2.46331e-12 -6.23416e-13 -4.44089e-12 5 -2.271e-12 4.42246e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 798.229 -685.606 662.425 2 -319.178 565.049 -494.737 4 -1.90646e-13 3.62612e-15 -1.06258e-13 5 0 0 -2.54052e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -1.9231e-13 -3.79904e-12 0 2 0 0 0 3 -2.46331e-12 6.23416e-13 4.44089e-12 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 ....... : 370611 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 5.252497e+04 1.259581e+08 0.000000e+00 energy 1.822826e+02 7.497257e-01 1.822826e+01 displacement 2.402067e+01 2.402067e+01 2.402067e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370647 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 5.252497e+04 1.988094e-01 0.000000e+00 energy 1.822826e+02 3.210738e-03 1.822826e+01 displacement 2.402067e+01 1.467161e-01 2.250228e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252497e+04 5.480890e-05 0.000000e+00 energy 1.822826e+02 3.661483e-06 1.822826e+01 displacement 2.402067e+01 1.436269e-04 2.246684e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.552662e-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 : 5.595602e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -14.8957 -9.56224 4.49015 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.49015 5 -7.99952 -9.69341 4.49015 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 -7.88021 41.3773 52.2885 2 7.88017 -41.3772 -52.2883 4 3.33067e-12 -7.04189e-13 -4.44089e-12 5 -3.49262e-12 -1.48216e-11 4.44089e-12 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 1303.5 -1121.28 1083.55 2 -517.998 923.383 -808.57 4 -1.90646e-13 3.62612e-15 -1.4356e-13 5 0 0 1.03745e-10 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 1.61953e-13 1.55258e-11 0 2 0 0 0 3 -3.33067e-12 7.04189e-13 4.44089e-12 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 6.510081e+04 1.259581e+08 0.000000e+00 energy 2.021116e+02 5.119642e-01 2.021116e+01 displacement 2.089184e+01 2.089184e+01 2.089184e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 6.510081e+04 1.594892e-01 0.000000e+00 energy 2.021116e+02 2.157057e-03 2.021116e+01 displacement 2.089184e+01 1.622344e-01 1.991047e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.510081e+04 7.639669e-05 0.000000e+00 energy 2.021116e+02 1.520861e-06 2.021116e+01 displacement 2.089184e+01 2.013127e-04 1.988586e-03 ........................ 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 : 6.655011e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -14.9152 -9.45847 4.62017 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.62017 5 -7.99756 -9.59004 4.62017 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 -11.6809 61.5036 77.671 2 11.6809 -61.5037 -77.6712 4 4.89192e-12 -7.97973e-13 -4.44089e-12 5 -4.73254e-12 1.45717e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 1930.43 -1667.61 1610.55 2 -762.856 1373.15 -1201.79 4 -1.90646e-13 3.62612e-15 -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 4.44089e-12 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 ....... : 370503 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 8.280254e+04 1.259581e+08 0.000000e+00 energy 2.194069e+02 1.611034e-01 2.194069e+01 displacement 1.917014e+01 1.917014e+01 1.917014e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 8.280254e+04 4.751417e-02 0.000000e+00 energy 2.194069e+02 5.013945e-04 2.194069e+01 displacement 1.917014e+01 9.575636e-02 1.895491e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.280254e+04 1.251527e-05 0.000000e+00 energy 2.194069e+02 3.008836e-07 2.194069e+01 displacement 1.917014e+01 7.156860e-05 1.895228e-03 ........................ 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 : 5.285647e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -14.9348 -9.35469 4.75018 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.75018 5 -7.99559 -9.48667 4.75018 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 -15.8021 83.3915 105.262 2 15.8022 -83.3915 -105.262 4 -2.77556e-12 -7.16116e-13 -4.44089e-12 5 2.92165e-12 -2.11419e-14 4.44089e-12 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 2611 -2263.76 2185.07 2 -1027.92 1864.11 -1630.8 4 -1.90646e-13 3.62612e-15 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 4.44089e-12 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 9.285983e+04 1.259580e+08 0.000000e+00 energy 2.354233e+02 1.764868e-01 2.354233e+01 displacement 1.879496e+01 1.879496e+01 1.879496e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370431 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 9.285983e+04 1.676743e-02 0.000000e+00 energy 2.354233e+02 2.240711e-04 2.354233e+01 displacement 1.879496e+01 6.192695e-02 1.874004e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.285983e+04 1.382666e-07 0.000000e+00 energy 2.354233e+02 1.420395e-07 2.354233e+01 displacement 1.879496e+01 3.803413e-05 1.874053e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.310817e-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 : 4.764264e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -14.9544 -9.25091 4.8802 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.8802 5 -7.99362 -9.38331 4.8802 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 -20.0116 105.827 133.523 2 20.0116 -105.827 -133.523 4 -1.52656e-12 -8.03936e-13 -4.44089e-12 5 1.65612e-12 -1.50325e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 3308.51 -2875.53 2774.56 2 -1299.54 2367.88 -2071.11 4 -1.90646e-13 3.62612e-15 6.48782e-14 5 0 0 1.53974e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -1.29562e-13 2.30718e-12 0 2 0 0 0 3 1.52656e-12 8.03936e-13 4.44089e-12 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 ....... : 370395 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 9.362022e+04 1.259580e+08 0.000000e+00 energy 2.384293e+02 2.144270e-01 2.384293e+01 displacement 1.864315e+01 1.864315e+01 1.864315e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 9.362022e+04 1.485601e-02 0.000000e+00 energy 2.384293e+02 2.268599e-05 2.384293e+01 displacement 1.864315e+01 5.605564e-02 1.866495e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.362022e+04 3.309226e-06 0.000000e+00 energy 2.384293e+02 3.741671e-06 2.384293e+01 displacement 1.864315e+01 8.347438e-05 1.866173e-03 ........................ 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 : 4.539973e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -14.9739 -9.14714 5.01021 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.01021 5 -7.99166 -9.27994 5.01021 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 -24.2302 128.41 161.946 2 24.2302 -128.41 -161.946 4 -3.1225e-13 -8.9013e-13 4.44089e-12 5 4.25278e-13 -2.98698e-12 -4.44089e-12 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 4010.62 -3491.64 3368.27 2 -1572.94 2875.05 -2514.64 4 1.90646e-13 -3.62612e-15 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 -4.44089e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 9.292219e+04 1.259580e+08 0.000000e+00 energy 2.379141e+02 2.538790e-01 2.379141e+01 displacement 1.853626e+01 1.853626e+01 1.853626e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370575 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 9.292219e+04 4.284234e-02 0.000000e+00 energy 2.379141e+02 7.496766e-04 2.379141e+01 displacement 1.853626e+01 4.822291e-02 1.858058e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370575 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.292219e+04 4.198807e-03 0.000000e+00 energy 2.379141e+02 2.248157e-04 2.379141e+01 displacement 1.853626e+01 5.286312e-05 1.858024e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.232419e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.717063e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -14.9935 -9.04336 5.14023 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.14023 5 -7.98969 -9.17658 5.14023 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 -28.4333 151.016 190.37 2 28.4334 -151.016 -190.37 4 1.249e-12 -9.84456e-13 -4.44089e-12 5 -8.14778e-13 1.3301e-11 4.44089e-12 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 4713.52 -4108.59 3962.88 2 -1846.7 3382.72 -2958.87 4 -1.90646e-13 3.62612e-15 -5.44231e-14 5 0 0 -8.23397e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -4.34223e-13 -1.23165e-11 0 2 0 0 0 3 -1.249e-12 9.84456e-13 4.44089e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370575 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 9.414134e+04 1.259580e+08 0.000000e+00 energy 2.397183e+02 1.839735e-01 2.397183e+01 displacement 1.853889e+01 1.853889e+01 1.853889e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 9.414134e+04 4.592474e-04 0.000000e+00 energy 2.397183e+02 5.279730e-05 2.397183e+01 displacement 1.853889e+01 4.716326e-02 1.856248e-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 : 5.173921e-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 -15.0131 -8.93959 5.27025 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.27025 5 -7.98773 -9.07321 5.27025 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 -32.6026 173.558 218.68 2 32.6022 -173.551 -218.673 4 2.42861e-12 -1.07228e-12 4.44089e-12 5 -2.01092e-12 1.18102e-11 -4.44089e-12 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 5414.49 -4723.82 4556.02 2 -2119.68 3888.59 -3401.87 4 1.90646e-13 -3.62612e-15 -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 -4.44089e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 9.532613e+04 1.259580e+08 0.000000e+00 energy 2.414971e+02 1.581855e-01 2.414971e+01 displacement 1.851513e+01 1.851513e+01 1.851513e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370431 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 9.532613e+04 5.352651e-03 0.000000e+00 energy 2.414971e+02 1.323661e-04 2.414971e+01 displacement 1.851513e+01 4.638081e-02 1.857209e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370431 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532613e+04 2.357066e-07 0.000000e+00 energy 2.414971e+02 2.059263e-07 2.414971e+01 displacement 1.851513e+01 4.329046e-06 1.857223e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.587115e-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 : 5.669714e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -15.0326 -8.83581 5.40026 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.40026 5 -7.98576 -8.96984 5.40026 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 -36.7248 195.958 246.781 2 36.7248 -195.958 -246.781 4 3.33067e-12 -1.15359e-12 -4.44089e-12 5 -3.26724e-12 -7.43329e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 6111.26 -5335.2 5145.61 2 -2391.12 4391.27 -3842.47 4 -1.90646e-13 3.62612e-15 -1.43927e-13 5 0 0 5.73593e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -6.34258e-14 8.58688e-12 0 2 0 0 0 3 -3.33067e-12 1.15359e-12 4.44089e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370431 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 9.790572e+04 1.259580e+08 0.000000e+00 energy 2.454916e+02 1.502166e-01 2.454916e+01 displacement 1.852566e+01 1.852566e+01 1.852566e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370287 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 9.790572e+04 6.058909e-04 0.000000e+00 energy 2.454916e+02 5.607746e-05 2.454916e+01 displacement 1.852566e+01 4.639612e-02 1.858361e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.781234e-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 : 6.043701e-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 -15.0522 -8.73203 5.53028 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.53028 5 -7.98379 -8.86648 5.53028 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 -40.7903 218.195 274.632 2 40.7916 -218.196 -274.636 4 -3.95517e-12 -1.0777e-12 -4.44089e-12 5 4.34304e-12 8.84926e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 6802.82 -5941.77 5730.95 2 -2660.45 4889.65 -4279.75 4 -1.90646e-13 3.62612e-15 1.68914e-13 5 0 0 -5.19697e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -3.87873e-13 -7.77156e-12 0 2 0 0 0 3 3.95517e-12 1.0777e-12 4.44089e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370287 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006428e+05 1.259580e+08 0.000000e+00 energy 2.489403e+02 1.811605e-01 2.489403e+01 displacement 1.854494e+01 1.854494e+01 1.854494e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006428e+05 3.612240e-04 0.000000e+00 energy 2.489403e+02 2.777872e-05 2.489403e+01 displacement 1.854494e+01 4.594292e-02 1.858744e-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 : 5.329475e-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 -15.0718 -8.62826 5.66029 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.66029 5 -7.98183 -8.76311 5.66029 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 -44.7902 240.207 302.163 2 44.7905 -240.205 -302.163 4 -2.70617e-12 -1.16552e-12 4.44089e-12 5 3.07751e-12 7.36715e-12 -4.44089e-12 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 7487.49 -6542.07 6310.49 2 -2926.9 5382.36 -4712.52 4 1.90646e-13 -3.62612e-15 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 -4.44089e-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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052911e+05 1.259580e+08 0.000000e+00 energy 2.522802e+02 1.224388e-01 2.522802e+01 displacement 1.853778e+01 1.853778e+01 1.853778e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370431 2 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052911e+05 3.119235e-04 0.000000e+00 energy 2.522802e+02 3.954490e-05 2.522802e+01 displacement 1.853778e+01 4.597376e-02 1.857739e-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 : 8.708688e-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 -15.0913 -8.52448 5.79031 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.79031 5 -7.97986 -8.65974 5.79031 Data Record #2 =========================================================================== Step = 20 Time = 1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 -48.7187 261.979 329.349 2 48.719 -261.978 -329.349 4 7.35523e-12 -1.42139e-12 4.44089e-12 5 -7.3414e-12 -1.18666e-11 -4.44089e-12 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 8164.57 -7135.57 6883.77 2 -3190.31 5869.22 -5140.62 4 1.90646e-13 -3.62612e-15 -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 -4.44089e-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 ............ : 49 Average number of equilibrium iterations .......... : 2.45 Total number of right hand evaluations ............ : 69 Total number of stiffness reformations ............ : 49 Time in linear solver: 0:00:02 Elapsed time : 0:00:29 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:00:29 (29 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:05 (5 sec) evaluating stiffness ......... : 0:00:02 (2 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:19 (19 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:02 (2 sec) Total elapsed time .............. : 0:00:30 (30 sec) N O R M A L T E R M I N A T I O N