=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 68271 Number of solid elements ....................... : 102662 Number of shell elements ....................... : 93798 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 .................................... : -1.036,-6.717,0.171 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,-24.9345 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-09 k ................................................. : 1256.98 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.0100809 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 1256.98 lam_max ........................................... : 1.046 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,0.171 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.28267,-6.22943,0.171 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -1.036, -6.717, 0.171 mass : 5.95778e-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, 5.95778e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -4.4315, -7.2205, -24.9345 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 5.95818e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.95819e-316 Ixz Iyz Izz : 5.95818e-316, 5.95819e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -4.4315, -7.2205, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 4.78719e+180 Ixy Iyy Iyz : 0, 2.43299e-152, 0 Ixz Iyz Izz : 4.78719e+180, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : -4.28267, -6.22943, 0.171 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 -3.09 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488653 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 1.318807e+06 2.811524e+07 0.000000e+00 energy 1.605463e+03 5.281151e-02 1.605463e+02 displacement 1.665412e+02 1.665412e+02 1.665412e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488005 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 1.318807e+06 8.245057e-04 0.000000e+00 energy 1.605463e+03 9.278111e-05 1.605463e+02 displacement 1.665412e+02 1.068311e+00 1.561376e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.014589e-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 : 2.937579e-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 -1.02358 -6.63857 0.303529 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.303529 5 -4.27087 -6.1509 0.303529 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 0.0500931 0.243598 0.438955 2 -0.0447309 -0.249283 -0.430925 4 -2.91434e-12 2.42861e-13 2.77556e-13 5 3.0635e-12 7.60703e-13 -2.77556e-13 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 8.30673 -3.26563 0.873918 2 -2.17239 3.53388 -1.83489 4 2.75077e-13 -4.13099e-14 2.92446e-12 5 0 0 3.33097e-12 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -1.49163e-13 -1.00356e-12 0 2 0 0 0 3 2.91434e-12 -2.42861e-13 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487897 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 1.318878e+06 2.811524e+07 0.000000e+00 energy 1.604944e+03 3.047397e-02 1.604944e+02 displacement 1.493964e+02 1.493964e+02 1.493964e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487537 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 1.318878e+06 3.887981e-05 0.000000e+00 energy 1.604944e+03 5.615466e-07 1.604944e+02 displacement 1.493964e+02 1.638764e-01 1.450803e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.102579e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.973650e-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 -1.01116 -6.56013 0.436059 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.436059 5 -4.25908 -6.07237 0.436059 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 0.116019 0.658107 1.14116 2 -0.114974 -0.659961 -1.13979 4 2.84495e-12 -8.19657e-13 -2.77556e-13 5 -2.74252e-12 1.52249e-12 2.77556e-13 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 21.6951 -8.47665 2.70409 2 -5.68838 9.4466 -4.92652 4 -2.75077e-13 4.13099e-14 -2.94154e-12 5 0 0 2.33181e-12 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -1.02423e-13 -7.02834e-13 0 2 0 0 0 3 -2.84495e-12 8.19657e-13 2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487573 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 1.319041e+06 2.811524e+07 0.000000e+00 energy 1.604414e+03 4.260536e-02 1.604414e+02 displacement 1.406943e+02 1.406943e+02 1.406943e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487465 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 1.319041e+06 6.984065e-05 0.000000e+00 energy 1.604414e+03 3.892789e-06 1.604414e+02 displacement 1.406943e+02 2.115177e-01 1.356886e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.724446e-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 : 6.399696e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -0.998735 -6.4817 0.568588 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.568588 5 -4.24729 -5.99384 0.568588 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 0.223295 1.28718 2.22582 2 -0.222374 -1.28991 -2.22528 4 -6.93889e-14 -5.72459e-13 2.77556e-13 5 3.20992e-13 2.27845e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 42.2882 -16.6888 5.45339 2 -11.0459 18.651 -9.75841 4 2.75077e-13 -4.13099e-14 -1.64324e-14 5 0 0 5.66146e-12 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -2.51603e-13 -1.70599e-12 0 2 0 0 0 3 6.93889e-14 5.72459e-13 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487465 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 1.319431e+06 2.811524e+07 0.000000e+00 energy 1.603758e+03 6.122704e-02 1.603758e+02 displacement 1.306764e+02 1.306764e+02 1.306764e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487069 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 1.319431e+06 5.056554e-04 0.000000e+00 energy 1.603758e+03 1.162257e-04 1.603758e+02 displacement 1.306764e+02 3.234463e-01 1.258300e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.703519e-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 : 4.244085e-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 -0.986313 -6.40326 0.701117 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.701117 5 -4.23549 -5.91532 0.701117 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 0.38324 2.23126 3.84997 2 -0.382209 -2.2345 -3.85081 4 -4.23273e-12 -1.38778e-13 2.77556e-13 5 3.23113e-12 -6.48949e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 73.0722 -29.1972 9.76038 2 -18.9719 32.6957 -17.1307 4 2.75077e-13 -4.13099e-14 4.17427e-12 5 0 0 -2.20081e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 1.0016e-12 6.62827e-12 0 2 0 0 0 3 4.23273e-12 1.38778e-13 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487033 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 1.320147e+06 2.811524e+07 0.000000e+00 energy 1.602956e+03 9.128690e-02 1.602956e+02 displacement 1.208519e+02 1.208519e+02 1.208519e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486421 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 1.320147e+06 1.189527e-04 0.000000e+00 energy 1.602956e+03 1.113658e-05 1.602956e+02 displacement 1.208519e+02 2.150106e-01 1.160011e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.007448e-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 : 1.959623e-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 -0.973891 -6.32483 0.833647 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.833647 5 -4.2237 -5.83679 0.833647 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 0.615087 3.61827 6.2323 2 -0.615479 -3.62199 -6.23563 4 1.52656e-12 -1.19696e-12 2.77556e-13 5 -2.57484e-12 -5.73163e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 118.079 -47.8885 16.2843 2 -30.4186 53.6306 -28.2584 4 2.75077e-13 -4.13099e-14 -1.69107e-12 5 0 0 -2.30059e-11 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 1.04829e-12 6.92859e-12 0 2 0 0 0 3 -1.52656e-12 1.19696e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486421 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 1.321305e+06 2.811524e+07 0.000000e+00 energy 1.601976e+03 1.389523e-01 1.601976e+02 displacement 1.112620e+02 1.112620e+02 1.112620e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486421 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 1.321305e+06 1.052824e-03 0.000000e+00 energy 1.601976e+03 2.740429e-05 1.601976e+02 displacement 1.112620e+02 1.874996e-01 1.068568e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486457 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.321305e+06 3.879879e-08 0.000000e+00 energy 1.601976e+03 3.532841e-08 1.601976e+02 displacement 1.112620e+02 3.041154e-03 1.068378e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.789963e-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 : 1.186226e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -0.961469 -6.24639 0.966176 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.966176 5 -4.21191 -5.75826 0.966176 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 0.951813 5.63787 9.69522 2 -0.951812 -5.63787 -9.69522 4 -1.38778e-13 -1.14492e-12 2.77556e-13 5 5.43998e-13 3.9053e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 183.235 -75.4914 26.0849 2 -46.6551 84.4815 -44.7213 4 2.75077e-13 -4.13099e-14 -3.28648e-14 5 0 0 9.1596e-12 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -4.05221e-13 -2.76038e-12 0 2 0 0 0 3 1.38778e-13 1.14492e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486457 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 1.323088e+06 2.811525e+07 0.000000e+00 energy 1.600905e+03 2.323532e-01 1.600905e+02 displacement 1.025727e+02 1.025727e+02 1.025727e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486205 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 1.323088e+06 7.637317e-03 0.000000e+00 energy 1.600905e+03 2.135010e-04 1.600905e+02 displacement 1.025727e+02 1.952483e-01 9.873790e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486205 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.323088e+06 1.112577e-06 0.000000e+00 energy 1.600905e+03 1.032499e-07 1.600905e+02 displacement 1.025727e+02 5.164741e-03 9.872538e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.298021e-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 : 4.883424e-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 -0.949048 -6.16796 1.09871 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.09871 5 -4.20011 -5.67973 1.09871 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 1.43956 8.58519 14.7417 2 -1.43957 -8.5852 -14.7417 4 4.44089e-12 -2.01228e-12 2.77556e-13 5 -5.38686e-12 -4.21429e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 277.796 -116.332 40.8694 2 -69.8122 130.193 -69.2518 4 2.75077e-13 -4.13099e-14 -4.70073e-12 5 0 0 -2.06768e-11 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 9.45966e-13 6.22657e-12 0 2 0 0 0 3 -4.44089e-12 2.01228e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486205 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 1.325800e+06 2.811526e+07 0.000000e+00 energy 1.600113e+03 3.522182e-01 1.600113e+02 displacement 9.522465e+01 9.522465e+01 9.522465e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485953 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 1.325800e+06 2.323166e-02 0.000000e+00 energy 1.600113e+03 5.976444e-04 1.600113e+02 displacement 9.522465e+01 2.099042e-01 9.334058e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485953 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 1.325800e+06 2.861052e-06 0.000000e+00 energy 1.600113e+03 2.585959e-07 1.600113e+02 displacement 9.522465e+01 9.153976e-03 9.343148e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.283028e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.419298e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -0.936626 -6.08953 1.23123 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.23123 5 -4.18832 -5.6012 1.23123 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 2.18921 13.151 22.5452 2 -2.18924 -13.151 -22.5452 4 2.77556e-12 -1.97758e-12 2.77556e-13 5 -3.57231e-12 -3.24502e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 423.433 -180.751 64.665 2 -104.826 202.261 -108.15 4 2.75077e-13 -4.13099e-14 -3.04511e-12 5 0 0 -1.73445e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 7.96753e-13 5.2226e-12 0 2 0 0 0 3 -2.77556e-12 1.97758e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485953 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331560e+06 2.811527e+07 0.000000e+00 energy 1.605166e+03 7.145178e-01 1.605166e+02 displacement 9.148547e+01 9.148547e+01 9.148547e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485629 2 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331560e+06 1.046210e-01 0.000000e+00 energy 1.605166e+03 1.398835e-03 1.605166e+02 displacement 9.148547e+01 1.997937e-01 8.806362e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485737 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.331560e+06 1.025272e-04 0.000000e+00 energy 1.605166e+03 1.757617e-06 1.605166e+02 displacement 9.148547e+01 9.170503e-03 8.806151e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.609131e-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 : 8.881784e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.013710e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -0.924204 -6.01109 1.36376 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.36376 5 -4.17653 -5.52267 1.36376 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 3.36754 20.3897 34.8974 2 -3.3676 -20.3897 -34.8974 4 -1.01308e-11 8.65627e-12 2.77556e-13 5 9.58109e-12 -3.34151e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 650.911 -282.046 102.459 2 -156.904 315.88 -169.899 4 2.75077e-13 -4.13099e-14 1.00068e-11 5 0 0 -1.18489e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 5.49691e-13 3.56703e-12 0 2 0 8.88178e-12 0 3 1.01308e-11 2.25514e-13 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485737 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.337794e+06 2.811529e+07 0.000000e+00 energy 1.608576e+03 8.642573e-01 1.608576e+02 displacement 8.415345e+01 8.415345e+01 8.415345e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485521 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.337794e+06 1.449608e-01 0.000000e+00 energy 1.608576e+03 2.899106e-03 1.608576e+02 displacement 8.415345e+01 3.992602e-01 7.790025e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485629 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.337794e+06 2.573623e-04 0.000000e+00 energy 1.608576e+03 5.459484e-06 1.608576e+02 displacement 8.415345e+01 1.237230e-02 7.783502e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.231980e-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 : 8.881784e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.154552e-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 -0.911782 -5.93266 1.49629 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.49629 5 -4.16473 -5.44414 1.49629 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 5.16768 31.5305 53.8835 2 -5.16777 -31.5305 -53.8836 4 4.44089e-12 6.2797e-12 2.77556e-13 5 -5.23317e-12 -2.56956e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 994.473 -433.607 159.033 2 -230.493 486.675 -263.354 4 2.75077e-13 -4.13099e-14 -4.78852e-12 5 0 0 -1.71769e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 7.92281e-13 5.17164e-12 0 2 0 8.88178e-12 0 3 -4.44089e-12 2.60209e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485665 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.349683e+06 2.811529e+07 0.000000e+00 energy 1.618129e+03 1.064073e+00 1.618129e+02 displacement 7.058720e+01 7.058720e+01 7.058720e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485377 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.349683e+06 3.086442e-01 0.000000e+00 energy 1.618129e+03 6.361578e-03 1.618129e+02 displacement 7.058720e+01 7.286503e-01 6.403413e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485449 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.349683e+06 3.949253e-04 0.000000e+00 energy 1.618129e+03 1.363036e-05 1.618129e+02 displacement 7.058720e+01 5.654667e-03 6.382398e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.567095e-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 : 8.881784e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.767666e-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 -0.89936 -5.85422 1.62882 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.62882 5 -4.15294 -5.36561 1.62882 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 7.54476 46.3431 79.0923 2 -7.54475 -46.3441 -79.093 4 2.77556e-12 6.34909e-12 2.77556e-13 5 -2.11419e-12 7.05165e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 1446.47 -630.823 232.603 2 -323.514 709.777 -385.99 4 2.75077e-13 -4.13099e-14 -3.12773e-12 5 0 0 1.4994e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -6.61363e-13 -4.51895e-12 0 2 0 8.88178e-12 0 3 -2.77556e-12 2.5327e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485449 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.363314e+06 2.811528e+07 0.000000e+00 energy 1.626008e+03 8.622459e-01 1.626008e+02 displacement 5.875401e+01 5.875401e+01 5.875401e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485053 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.363314e+06 1.009070e-01 0.000000e+00 energy 1.626008e+03 2.450541e-03 1.626008e+02 displacement 5.875401e+01 4.944747e-01 5.620985e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485053 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.363314e+06 8.869442e-05 0.000000e+00 energy 1.626008e+03 2.290729e-06 1.626008e+02 displacement 5.875401e+01 1.876213e-03 5.620023e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.861989e-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 : 8.881784e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.680246e-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 -0.886939 -5.77579 1.76135 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.76135 5 -4.14115 -5.28709 1.76135 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 10.2692 63.4394 108.141 2 -10.269 -63.4477 -108.145 4 -1.66533e-12 6.80012e-12 2.77556e-13 5 1.07363e-12 -1.73472e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 1966.43 -855.905 316.705 2 -429.141 965.108 -526.811 4 2.75077e-13 -4.13099e-14 1.34064e-12 5 0 0 -1.2679e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 5.91703e-13 3.81639e-12 0 2 0 8.88178e-12 0 3 1.66533e-12 2.08167e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485053 1 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.384345e+06 2.811527e+07 0.000000e+00 energy 1.635502e+03 6.416752e-01 1.635502e+02 displacement 5.491363e+01 5.491363e+01 5.491363e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485089 2 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.384345e+06 3.487242e-02 0.000000e+00 energy 1.635502e+03 6.195394e-04 1.635502e+02 displacement 5.491363e+01 1.948299e-01 5.464102e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485089 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.384345e+06 1.051224e-05 0.000000e+00 energy 1.635502e+03 2.977171e-07 1.635502e+02 displacement 5.491363e+01 7.218051e-04 5.468251e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.167023e-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 : 6.497506e-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 -0.874517 -5.69735 1.89388 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.89388 5 -4.12936 -5.20856 1.89388 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 13.1467 81.5971 138.941 2 -13.1468 -81.5984 -138.942 4 5.55112e-12 -3.36536e-12 2.77556e-13 5 -6.18971e-12 -7.52436e-13 -2.77556e-13 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 2518.36 -1093.3 405.575 2 -540.877 1234.81 -675.801 4 2.75077e-13 -4.13099e-14 -6.00243e-12 5 0 0 -1.36805e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 6.38595e-13 4.1178e-12 0 2 0 0 0 3 -5.55112e-12 3.36536e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485089 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.410882e+06 2.811527e+07 0.000000e+00 energy 1.646634e+03 5.434043e-01 1.646634e+02 displacement 5.477106e+01 5.477106e+01 5.477106e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484549 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.410882e+06 1.630232e-02 0.000000e+00 energy 1.646634e+03 3.110335e-04 1.646634e+02 displacement 5.477106e+01 9.019084e-02 5.504239e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484513 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.410882e+06 6.475481e-07 0.000000e+00 energy 1.646634e+03 3.499617e-07 1.646634e+02 displacement 5.477106e+01 2.511724e-04 5.506429e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.152030e-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 : 4.867623e-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 -0.862095 -5.61892 2.02641 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.02641 5 -4.11756 -5.13003 2.02641 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 16.0854 100.223 170.491 2 -16.0854 -100.223 -170.491 4 2.77556e-12 -3.1225e-12 2.498e-12 5 -3.2648e-12 8.67362e-15 -2.498e-12 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 3084.73 -1335.57 496.413 2 -655.684 1510.45 -828.387 4 2.4757e-12 -3.71789e-13 -3.21551e-12 5 0 0 -1.03481e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 4.89246e-13 3.11383e-12 0 2 0 0 0 3 -2.77556e-12 3.1225e-12 -2.498e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484513 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.436227e+06 2.811527e+07 0.000000e+00 energy 1.654063e+03 4.772154e-01 1.654063e+02 displacement 5.530846e+01 5.530846e+01 5.530846e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484117 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.436227e+06 5.074597e-03 0.000000e+00 energy 1.654063e+03 1.230006e-04 1.654063e+02 displacement 5.530846e+01 6.058036e-02 5.568454e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484153 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.436227e+06 7.829581e-08 0.000000e+00 energy 1.654063e+03 5.761884e-08 1.654063e+02 displacement 5.530846e+01 1.327159e-04 5.569943e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.139245e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.456238e-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 -0.849673 -5.54049 2.15894 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.15894 5 -4.10577 -5.0515 2.15894 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 19.0501 119.096 202.418 2 -19.0501 -119.096 -202.418 4 -2.77556e-13 -2.84495e-12 -1.94289e-12 5 -6.26127e-14 7.32921e-13 1.94289e-12 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 3658.88 -1579.88 588.154 2 -772.218 1788.77 -982.732 4 -1.92554e-12 2.89169e-13 -1.48349e-13 5 0 0 -7.0229e-12 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 3.40168e-13 2.11203e-12 0 2 0 0 0 3 2.77556e-13 2.84495e-12 1.94289e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484153 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.482164e+06 2.811527e+07 0.000000e+00 energy 1.670496e+03 5.744005e-01 1.670496e+02 displacement 5.606040e+01 5.606040e+01 5.606040e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483721 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.482164e+06 4.146620e-03 0.000000e+00 energy 1.670496e+03 1.046940e-04 1.670496e+02 displacement 5.606040e+01 5.268113e-02 5.639898e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483721 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.482164e+06 2.554357e-08 0.000000e+00 energy 1.670496e+03 4.132433e-08 1.670496e+02 displacement 5.606040e+01 5.748796e-05 5.640771e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.122393e-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 : 6.126694e-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 -0.837251 -5.46205 2.29147 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.29147 5 -4.09398 -4.97297 2.29147 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 22.0212 138.094 234.516 2 -22.0212 -138.094 -234.516 4 4.44089e-12 -3.747e-12 -1.94289e-12 5 -6.13252e-12 -7.34872e-12 1.94289e-12 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 4237.04 -1824.65 680.223 2 -889.679 2068.02 -1137.84 4 -1.92554e-12 2.89169e-13 -4.95892e-12 5 0 0 -3.68489e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.69163e-12 1.10957e-11 0 2 0 0 0 3 -4.44089e-12 3.747e-12 1.94289e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483721 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.519920e+06 2.811527e+07 0.000000e+00 energy 1.680332e+03 4.681990e-01 1.680332e+02 displacement 5.667173e+01 5.667173e+01 5.667173e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483217 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.519920e+06 2.543829e-03 0.000000e+00 energy 1.680332e+03 6.714916e-05 1.680332e+02 displacement 5.667173e+01 4.832592e-02 5.700019e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483217 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.519920e+06 6.290742e-09 0.000000e+00 energy 1.680332e+03 1.090253e-08 1.680332e+02 displacement 5.667173e+01 2.319542e-05 5.700357e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.087109e-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 : 4.157695e-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 -0.82483 -5.38362 2.424 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.424 5 -4.08218 -4.89444 2.424 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 24.9874 157.146 266.67 2 -24.9874 -157.146 -266.67 4 1.11022e-12 -3.50414e-12 -1.94289e-12 5 -2.75062e-12 -7.24247e-12 1.94289e-12 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 4817.09 -2069.09 772.323 2 -1007.65 2347.26 -1293.2 4 -1.92554e-12 2.89169e-13 -1.62185e-12 5 0 0 -3.56905e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 1.6404e-12 1.07466e-11 0 2 0 0 0 3 -1.11022e-12 3.50414e-12 1.94289e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483217 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.561164e+06 2.811526e+07 0.000000e+00 energy 1.691300e+03 4.738070e-01 1.691300e+02 displacement 5.728625e+01 5.728625e+01 5.728625e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483469 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.561164e+06 5.253906e-03 0.000000e+00 energy 1.691300e+03 8.188809e-05 1.691300e+02 displacement 5.728625e+01 4.628782e-02 5.759783e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483469 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.561164e+06 1.045694e-07 0.000000e+00 energy 1.691300e+03 8.597642e-08 1.691300e+02 displacement 5.728625e+01 1.530756e-05 5.760116e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.072447e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.955930e-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 -0.812408 -5.30518 2.55653 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.55653 5 -4.07039 -4.81591 2.55653 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 27.9387 176.197 298.786 2 -27.9387 -176.197 -298.786 4 -2.77556e-13 -3.43475e-12 -1.94289e-12 5 9.05309e-14 2.37874e-12 1.94289e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 5397.23 -2312.37 864.164 2 -1125.66 2625.63 -1448.33 4 -1.92554e-12 2.89169e-13 -2.36133e-13 5 0 0 -3.51971e-12 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 1.87025e-13 1.05601e-12 0 2 0 0 0 3 2.77556e-13 3.43475e-12 1.94289e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483469 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 1.597861e+06 2.811526e+07 0.000000e+00 energy 1.696979e+03 4.100829e-01 1.696979e+02 displacement 5.783170e+01 5.783170e+01 5.783170e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2482605 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 1.597861e+06 1.870543e-03 0.000000e+00 energy 1.696979e+03 5.192083e-05 1.696979e+02 displacement 5.783170e+01 4.551670e-02 5.813275e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2482605 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 1.597861e+06 5.489325e-08 0.000000e+00 energy 1.696979e+03 5.730543e-08 1.696979e+02 displacement 5.783170e+01 1.259181e-05 5.813514e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.377382e-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 : 7.206101e-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 -0.799986 -5.22675 2.68906 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.68906 5 -4.0586 -4.73739 2.68906 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 30.8705 195.218 330.816 2 -30.8705 -195.218 -330.816 4 5.27356e-12 -4.51028e-12 -1.94289e-12 5 -5.5072e-12 3.15286e-12 1.94289e-12 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 5976.56 -2554.14 955.616 2 -1243.52 2902.75 -1603 4 -1.92554e-12 2.89169e-13 -5.89775e-12 5 0 0 -4.52101e-12 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 2.33646e-13 1.35742e-12 0 2 0 0 0 3 -5.27356e-12 4.51028e-12 1.94289e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2482605 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 1.639514e+06 2.811526e+07 0.000000e+00 energy 1.703120e+03 4.485417e-01 1.703120e+02 displacement 5.833691e+01 5.833691e+01 5.833691e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2482497 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 1.639514e+06 6.372943e-04 0.000000e+00 energy 1.703120e+03 3.244268e-05 1.703120e+02 displacement 5.833691e+01 4.456457e-02 5.860086e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.806164e-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 : 8.881784e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.922704e-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 -0.787564 -5.14832 2.82159 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.82159 5 -4.0468 -4.65886 2.82159 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 33.7725 214.172 362.693 2 -33.776 -214.168 -362.695 4 1.11022e-12 4.78784e-12 2.498e-12 5 -2.59721e-12 -5.59882e-12 -2.498e-12 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 6553.77 -2793.89 1046.59 2 -1360.9 3178.06 -1756.92 4 2.4757e-12 -3.71789e-13 -1.70963e-12 5 0 0 -3.21942e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.48698e-12 9.69277e-12 0 2 0 8.88178e-12 0 3 -1.11022e-12 4.09395e-12 -2.498e-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 ............ : 54 Average number of equilibrium iterations .......... : 2.7 Total number of right hand evaluations ............ : 74 Total number of stiffness reformations ............ : 54 Time in linear solver: 0:00:49 Elapsed time : 0:01:37 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:37 (97 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:11 (11 sec) evaluating stiffness ......... : 0:00:10 (10 sec) evaluating residual .......... : 0:00:01 (1 sec) model update ................. : 0:00:26 (26 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:49 (49 sec) Total elapsed time .............. : 0:01:38 (98 sec) N O R M A L T E R M I N A T I O N