=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r1.0.feb Plot file : FeBio_custom_tension_r1.0.xplt Log file : FeBio_custom_tension_r1.0.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 ................................................ : 0.0382182 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 978.501 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 0.0382182 --------------------------------------------------------------------------- 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 : 5.74873e-316 Ixx Ixy Ixz : 2.96439e-323, 2.122e-314, 3.95253e-322 Ixy Iyy Iyz : 2.122e-314, 5.50965e-310, 3.16202e-322 Ixz Iyz Izz : 3.95253e-322, 3.16202e-322, 5.74873e-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, 5.74914e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.74914e-316 Ixz Iyz Izz : 5.74914e-316, 5.74914e-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 6.903236e-01 1.259580e+08 0.000000e+00 energy 1.024951e+00 4.965977e-02 1.024951e-01 displacement 3.151508e+01 3.151508e+01 3.151508e-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= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.903236e-01 1.213994e-02 0.000000e+00 energy 1.024951e+00 2.818757e-03 1.024951e-01 displacement 3.151508e+01 9.385061e-01 2.933938e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.903236e-01 6.353016e-04 0.000000e+00 energy 1.024951e+00 2.013286e-04 1.024951e-01 displacement 3.151508e+01 3.238590e-02 2.963199e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.738630e-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 : 1.010368e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -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 -0.0356003 0.153335 0.200324 2 0.0356331 -0.153465 -0.200501 4 1.01004e-11 -2.56211e-13 0 5 -1.01201e-11 -1.48231e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 5.01132 -4.40317 4.26101 2 -2.10268 3.75548 -3.2484 4 -3.41341e-28 -1.34565e-26 -4.33818e-13 5 0 0 1.16172e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 1.97189e-14 1.73852e-12 0 2 0 0 0 3 -1.01004e-11 2.56211e-13 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 ....... : 370863 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 4.655808e+00 1.259580e+08 0.000000e+00 energy 1.831146e+00 1.659878e-02 1.831146e-01 displacement 3.037374e+01 3.037374e+01 3.037374e-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 4.655808e+00 1.351380e-05 0.000000e+00 energy 1.831146e+00 3.035460e-05 1.831146e-01 displacement 3.037374e+01 9.088580e-02 3.030798e-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 -0.0950486 0.410065 0.53814 2 0.0944558 -0.404139 -0.53178 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 13.39 -11.7824 11.3424 2 -5.57486 9.91493 -8.52471 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 2.889660e+01 1.259580e+08 0.000000e+00 energy 3.701306e+00 1.095154e-02 3.701306e-01 displacement 3.013646e+01 3.013646e+01 3.013646e-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= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.889660e+01 1.263733e-06 0.000000e+00 energy 3.701306e+00 8.187266e-06 3.701306e-01 displacement 3.013646e+01 1.061823e-01 2.975243e-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 -0.186171 0.803702 1.05877 2 0.186165 -0.802607 -1.05775 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 26.2781 -23.0939 22.1477 2 -11.0342 19.5941 -16.8067 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 ....... : 370863 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 1.255113e+02 1.259580e+08 0.000000e+00 energy 6.911595e+00 1.439307e-02 6.911595e-01 displacement 2.927534e+01 2.927534e+01 2.927534e-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= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.255113e+02 6.347755e-07 0.000000e+00 energy 6.911595e+00 4.436138e-06 6.911595e-01 displacement 2.927534e+01 1.103876e-01 2.880844e-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 -0.328444 1.44435 1.89743 2 0.328411 -1.44341 -1.89645 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 47.0304 -41.2111 39.5025 2 -19.6396 34.8533 -29.9193 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 ....... : 370755 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 4.718415e+02 1.259580e+08 0.000000e+00 energy 1.247940e+01 8.243564e-02 1.247940e+00 displacement 2.829733e+01 2.829733e+01 2.829733e-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= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.718415e+02 7.305587e-05 0.000000e+00 energy 1.247940e+01 1.457346e-05 1.247940e+00 displacement 2.829733e+01 1.051573e-01 2.797948e-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 -0.55289 2.49985 3.26335 2 0.551423 -2.49057 -3.25206 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 80.864 -70.5524 67.7264 2 -33.3683 59.2197 -50.9911 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 ....... : 370863 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 3.586996e+03 1.259580e+08 0.000000e+00 energy 2.873714e+01 4.291179e-03 2.873714e+00 displacement 2.771606e+01 2.771606e+01 2.771606e-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= 0.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.586996e+03 1.425289e-03 0.000000e+00 energy 2.873714e+01 3.665266e-05 2.873714e+00 displacement 2.771606e+01 8.717757e-02 2.749337e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.586996e+03 7.327783e-08 0.000000e+00 energy 2.873714e+01 6.097184e-08 2.873714e+00 displacement 2.771606e+01 6.150445e-06 2.749423e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.077413e-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 : 1.042735e-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 : 0.3 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 -0.912818 4.25555 5.51293 2 0.912815 -4.25554 -5.51291 4 -1.04257e-11 -1.86212e-13 0 5 1.03331e-11 -8.89073e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 136.688 -118.621 114.16 2 -55.9884 99.3945 -85.9563 4 -2.48084e-28 1.38898e-26 4.4742e-13 5 0 0 6.06531e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 9.26315e-14 9.07694e-12 0 2 0 0 0 3 1.04257e-11 1.86212e-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 ....... : 370827 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 8.202305e+03 1.259580e+08 0.000000e+00 energy 4.492503e+01 2.389845e-02 4.492503e+00 displacement 2.710219e+01 2.710219e+01 2.710219e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370791 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 8.202305e+03 7.425761e-03 0.000000e+00 energy 4.492503e+01 1.317967e-04 4.492503e+00 displacement 2.710219e+01 6.979509e-02 2.711786e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370791 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.202305e+03 5.550267e-07 0.000000e+00 energy 4.492503e+01 3.098553e-07 4.492503e+00 displacement 2.710219e+01 1.485433e-05 2.711285e-03 ........................ 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 : 3 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 -1.52371 7.33862 9.42798 2 1.5237 -7.33862 -9.42798 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 1 234.043 -201.888 194.902 2 -94.8407 168.275 -146.241 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 ....... : 370791 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.854306e+04 1.259580e+08 0.000000e+00 energy 7.450594e+01 5.084308e-01 7.450594e+00 displacement 2.688707e+01 2.688707e+01 2.688707e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370683 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.854306e+04 6.059189e-02 0.000000e+00 energy 7.450594e+01 6.661993e-05 7.450594e+00 displacement 2.688707e+01 7.288676e-02 2.634219e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370683 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.854306e+04 1.397104e-05 0.000000e+00 energy 7.450594e+01 1.361520e-06 7.450594e+00 displacement 2.688707e+01 3.788483e-05 2.634297e-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 -2.62763 13.0474 16.6314 2 2.62764 -13.0474 -16.6314 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 1 413.853 -354.173 343.116 2 -166.278 293.682 -256.546 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 ....... : 370683 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 2.035669e+04 1.259581e+08 0.000000e+00 energy 7.952372e+01 7.642355e-01 7.952372e+00 displacement 2.544301e+01 2.544301e+01 2.544301e-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= 0.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.035669e+04 3.834657e-01 0.000000e+00 energy 7.952372e+01 2.700501e-03 7.952372e+00 displacement 2.544301e+01 1.050058e-01 2.404370e-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= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.035669e+04 4.436297e-04 0.000000e+00 energy 7.952372e+01 1.004469e-05 7.952372e+00 displacement 2.544301e+01 1.843973e-04 2.400357e-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 -4.58673 23.3102 29.5365 2 4.58671 -23.3101 -29.5364 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 1 736.126 -626.445 608.538 2 -293.668 517.416 -453.783 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 ....... : 370539 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 2.844462e+04 1.259581e+08 0.000000e+00 energy 9.790651e+01 1.206991e+00 9.790651e+00 displacement 2.200950e+01 2.200950e+01 2.200950e-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= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.844462e+04 8.701849e-01 0.000000e+00 energy 9.790651e+01 4.622742e-03 9.790651e+00 displacement 2.200950e+01 2.422458e-01 1.987743e-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= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.844462e+04 1.278925e-03 0.000000e+00 energy 9.790651e+01 5.074953e-06 9.790651e+00 displacement 2.200950e+01 9.145313e-04 1.977530e-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 -7.61316 39.2352 49.5305 2 7.61349 -39.2369 -49.5327 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 1233.56 -1049.6 1020.85 2 -488.682 865.227 -760.312 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 ....... : 370395 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 3.000770e+04 1.259581e+08 0.000000e+00 energy 1.034701e+02 6.121923e-01 1.034701e+01 displacement 1.772438e+01 1.772438e+01 1.772438e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 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 3.000770e+04 2.874030e-01 0.000000e+00 energy 1.034701e+02 3.640096e-03 1.034701e+01 displacement 1.772438e+01 2.288046e-01 1.674488e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 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 3.000770e+04 4.577790e-04 0.000000e+00 energy 1.034701e+02 1.657361e-05 1.034701e+01 displacement 1.772438e+01 1.112873e-03 1.671507e-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 -11.4511 59.4445 74.8903 2 11.451 -59.4443 -74.8901 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 1861.61 -1588.99 1545.74 2 -732.893 1308.95 -1150.87 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 ....... : 370323 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 3.324344e+04 1.259581e+08 0.000000e+00 energy 1.117972e+02 2.434724e-02 1.117972e+01 displacement 1.618906e+01 1.618906e+01 1.618906e-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= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.324344e+04 9.906309e-02 0.000000e+00 energy 1.117972e+02 1.147055e-03 1.117972e+01 displacement 1.618906e+01 1.571496e-01 1.616710e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 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 3.324344e+04 8.332136e-06 0.000000e+00 energy 1.117972e+02 3.865326e-06 1.117972e+01 displacement 1.618906e+01 6.597811e-04 1.618332e-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 -15.6574 81.5832 102.668 2 15.6573 -81.5832 -102.668 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 2547.88 -2181.75 2122.09 2 -998.69 1797.03 -1580.12 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 ....... : 370359 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 4.275798e+04 1.259581e+08 0.000000e+00 energy 1.294743e+02 3.052127e-01 1.294743e+01 displacement 1.625833e+01 1.625833e+01 1.625833e-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= 0.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.275798e+04 3.786784e-02 0.000000e+00 energy 1.294743e+02 4.514603e-04 1.294743e+01 displacement 1.625833e+01 6.923877e-02 1.636066e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 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 4.275798e+04 2.367967e-05 0.000000e+00 energy 1.294743e+02 5.602231e-06 1.294743e+01 displacement 1.625833e+01 1.015287e-04 1.637546e-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 -20.0249 104.562 131.5 2 20.0252 -104.564 -131.503 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 3259.34 -2798.39 2721.34 2 -1273.73 2305.08 -2026.72 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 ....... : 370359 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 4.873648e+04 1.259580e+08 0.000000e+00 energy 1.445574e+02 3.869373e-01 1.445574e+01 displacement 1.645074e+01 1.645074e+01 1.645074e-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= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.873648e+04 1.071216e-02 0.000000e+00 energy 1.445574e+02 2.944739e-04 1.445574e+01 displacement 1.645074e+01 6.571229e-02 1.661769e-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= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.873648e+04 4.980029e-07 0.000000e+00 energy 1.445574e+02 6.257608e-07 1.445574e+01 displacement 1.645074e+01 3.482431e-05 1.662293e-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 -24.4564 127.875 160.75 2 24.4564 -127.875 -160.75 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 3980.62 -3424.83 3329.91 2 -1552.27 2821.31 -2480.37 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 ....... : 370395 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 4.991156e+04 1.259580e+08 0.000000e+00 energy 1.546771e+02 2.309308e-01 1.546771e+01 displacement 1.664878e+01 1.664878e+01 1.664878e-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= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.991156e+04 1.208391e-02 0.000000e+00 energy 1.546771e+02 3.375405e-04 1.546771e+01 displacement 1.664878e+01 5.197546e-02 1.673886e-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= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.991156e+04 2.246396e-05 0.000000e+00 energy 1.546771e+02 6.011702e-06 1.546771e+01 displacement 1.664878e+01 3.188289e-05 1.673810e-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 -28.8916 151.204 190.021 2 28.8917 -151.204 -190.022 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 4702.22 -4052.3 3939.37 2 -1830.8 3338.55 -2934.85 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 ....... : 370431 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 5.209901e+04 1.259580e+08 0.000000e+00 energy 1.629953e+02 1.537490e-02 1.629953e+01 displacement 1.672871e+01 1.672871e+01 1.672871e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370251 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 5.209901e+04 4.119568e-03 0.000000e+00 energy 1.629953e+02 7.548201e-05 1.629953e+01 displacement 1.672871e+01 4.828389e-02 1.679024e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370287 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.209901e+04 9.364460e-06 0.000000e+00 energy 1.629953e+02 3.657732e-07 1.629953e+01 displacement 1.672871e+01 5.578885e-06 1.678958e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.017412e-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 : 5.019037e-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 : 0.8 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 -33.3004 174.393 219.115 2 33.3004 -174.393 -219.115 4 2.08167e-12 -1.06577e-12 -4.44089e-12 5 -2.00171e-12 -5.95119e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 5419.38 -4676.31 4545.44 2 -2107.58 3853 -3386.85 4 -1.90646e-13 3.62612e-15 -9.02357e-14 5 0 0 4.68688e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -7.99599e-14 7.01696e-12 0 2 0 0 0 3 -2.08167e-12 1.06577e-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 ....... : 370287 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 5.517935e+04 1.259580e+08 0.000000e+00 energy 1.726012e+02 1.519545e-01 1.726012e+01 displacement 1.677782e+01 1.677782e+01 1.677782e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370251 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 5.517935e+04 3.858842e-03 0.000000e+00 energy 1.726012e+02 3.884094e-05 1.726012e+01 displacement 1.677782e+01 4.630408e-02 1.683190e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370251 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 5.517935e+04 1.499560e-08 0.000000e+00 energy 1.726012e+02 2.288804e-08 1.726012e+01 displacement 1.677782e+01 1.175690e-06 1.683149e-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 -37.6679 197.364 247.933 2 37.6679 -197.364 -247.933 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 6129.71 -5294.65 5145.99 2 -2381.68 4362.84 -3834.81 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 ....... : 370251 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 5.548970e+04 1.259580e+08 0.000000e+00 energy 1.758581e+02 1.193181e-01 1.758581e+01 displacement 1.679820e+01 1.679820e+01 1.679820e-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= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.548970e+04 3.587008e-03 0.000000e+00 energy 1.758581e+02 1.284487e-04 1.758581e+01 displacement 1.679820e+01 4.555937e-02 1.680908e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.548970e+04 6.818985e-06 0.000000e+00 energy 1.758581e+02 1.460033e-06 1.758581e+01 displacement 1.679820e+01 1.069561e-05 1.680626e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.015691e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.498716e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -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 -41.9845 220.067 276.415 2 41.9845 -220.067 -276.415 4 4.57967e-12 -1.24033e-12 -4.44089e-12 5 -4.53278e-12 -8.91648e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 6831.75 -5905.97 5739.72 2 -2652.57 4866.94 -4277.73 4 -1.90646e-13 3.62612e-15 -1.97617e-13 5 0 0 6.78498e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -4.68917e-14 1.01568e-11 0 2 0 0 0 3 -4.57967e-12 1.24033e-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 ....... : 370359 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 5.641635e+04 1.259580e+08 0.000000e+00 energy 1.775100e+02 7.609789e-02 1.775100e+01 displacement 1.673673e+01 1.673673e+01 1.673673e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 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 5.641635e+04 1.216750e-03 0.000000e+00 energy 1.775100e+02 3.300752e-05 1.775100e+01 displacement 1.673673e+01 4.525896e-02 1.676412e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 3 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.641635e+04 5.441180e-08 0.000000e+00 energy 1.775100e+02 3.015446e-08 1.775100e+01 displacement 1.673673e+01 1.633252e-06 1.676510e-03 ........................ 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 : 3 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 -46.2453 242.478 304.528 2 46.2453 -242.478 -304.528 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 7524.72 -6509.56 6325.96 2 -2919.94 5364.72 -4715.11 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 ....... : 370323 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 5.633607e+04 1.259580e+08 0.000000e+00 energy 1.781684e+02 5.718697e-02 1.781684e+01 displacement 1.671721e+01 1.671721e+01 1.671721e-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= 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 5.633607e+04 7.393287e-05 0.000000e+00 energy 1.781684e+02 1.768776e-05 1.781684e+01 displacement 1.671721e+01 4.522169e-02 1.674213e-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 -50.4471 264.58 332.251 2 50.4471 -264.581 -332.252 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 8208.13 -7104.94 6904.24 2 -3183.64 5855.75 -5146.59 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 ............ : 55 Average number of equilibrium iterations .......... : 2.75 Total number of right hand evaluations ............ : 75 Total number of stiffness reformations ............ : 55 Time in linear solver: 0:00:04 Elapsed time : 0:00:30 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 ...................... : 0:00:30 (30 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:04 (4 sec) evaluating stiffness ......... : 0:00:00 (0 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:22 (22 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:04 (4 sec) Total elapsed time .............. : 0:00:31 (31 sec) N O R M A L T E R M I N A T I O N