=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r10000.0.feb Plot file : FeBio_custom_tension_r10000.0.xplt Log file : FeBio_custom_tension_r10000.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 68250 Number of solid elements ....................... : 99435 Number of shell elements ....................... : 95256 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 .................................... : 5.75,-13.74,14.53 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.275,-12.32,-10.55 --------------------------------------------------------------------------- 3 - ACL (type: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.00753399 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 14185.4 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 75.3399 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.275,-12.32,14.53 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.184524,-13.0537,14.53 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : 5.75, -13.74, 14.53 mass : 5.6609e-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, 5.6609e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0.275, -12.32, -10.55 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 5.66131e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.66131e-316 Ixz Iyz Izz : 5.66131e-316, 5.66131e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 0.275, -12.32, 14.53 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 : 0.184524, -13.0537, 14.53 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 3.13 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320389 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 3.603186e+03 7.933873e+07 0.000000e+00 energy 8.001338e+01 2.258914e-02 8.001338e+00 displacement 1.132491e+02 1.132491e+02 1.132491e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 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 3.603186e+03 1.389858e-04 0.000000e+00 energy 8.001338e+01 1.813090e-04 8.001338e+00 displacement 1.132491e+02 2.256584e+00 9.274849e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.564832e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.726158e-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 : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 5.75641 -13.6367 14.6474 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.6474 5 0.197165 -12.9512 14.6474 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 0.014093 0.112201 0.143422 2 -0.0113202 -0.117033 -0.140331 4 -9.71445e-13 -4.77049e-14 0 5 5.55654e-14 -7.46148e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 4.75831 0.664839 -0.9916 2 -1.56389 -0.185403 0.281473 4 8.47409e-29 -1.72563e-27 -7.08408e-13 5 0 0 -4.24208e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 9.1588e-13 7.50918e-12 0 2 0 0 0 3 9.71445e-13 4.77049e-14 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320677 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 3.620644e+03 7.933873e+07 0.000000e+00 energy 8.007871e+01 3.944039e-03 8.007871e+00 displacement 9.006579e+01 9.006579e+01 9.006579e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 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 3.620644e+03 2.798796e-06 0.000000e+00 energy 8.007871e+01 1.272420e-05 8.007871e+00 displacement 9.006579e+01 9.701385e-01 8.355973e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.499808e-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 : 6.258392e-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 : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 5.76283 -13.5335 14.7648 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.7648 5 0.209806 -12.8487 14.7648 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 0.0263774 0.280065 0.335271 2 -0.0263633 -0.2805 -0.335592 4 4.85723e-13 -3.9465e-13 0 5 -1.5992e-13 2.87314e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 11.1789 1.5913 -2.21151 2 -3.68003 -0.417134 0.640372 4 7.01038e-28 8.62817e-28 3.92068e-13 5 0 0 1.40176e-11 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -3.25803e-13 -2.47849e-12 0 2 0 0 0 3 -4.85723e-13 3.9465e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 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 3.651594e+03 7.933873e+07 0.000000e+00 energy 8.040856e+01 5.593577e-03 8.040856e+00 displacement 8.008889e+01 8.008889e+01 8.008889e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320641 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 3.651594e+03 9.973867e-07 0.000000e+00 energy 8.040856e+01 7.855546e-07 8.040856e+00 displacement 8.008889e+01 2.764924e-01 7.694570e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.069462e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.653210e-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 5.76924 -13.4302 14.8822 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.8822 5 0.222446 -12.7462 14.8822 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 0.0451469 0.504031 0.599756 2 -0.045194 -0.504457 -0.600189 4 -7.63278e-13 -4.0766e-13 0 5 1.73472e-13 -4.62737e-12 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 19.9424 2.84467 -3.89723 2 -6.46173 -0.698557 1.07896 4 7.2415e-28 -1.35585e-27 -5.23115e-13 5 0 0 -2.84272e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 5.89806e-13 5.03503e-12 0 2 0 0 0 3 7.63278e-13 4.0766e-13 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.692555e+03 7.933873e+07 0.000000e+00 energy 8.089103e+01 7.918753e-03 8.089103e+00 displacement 7.405720e+01 7.405720e+01 7.405720e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320785 2 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.692555e+03 9.311969e-07 0.000000e+00 energy 8.089103e+01 2.660711e-06 8.089103e+00 displacement 7.405720e+01 1.771514e-01 7.152397e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.999616e-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 : 1.025139e-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 5.77565 -13.3269 14.9997 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.9997 5 0.235087 -12.6437 14.9997 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 0.0691994 0.809008 0.957307 2 -0.0693599 -0.8094 -0.957928 4 6.93889e-13 -7.54605e-13 0 5 -4.22839e-14 5.71158e-12 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 31.7408 4.54355 -6.14265 2 -10.1167 -1.04892 1.62716 4 1.34045e-27 1.2326e-27 5.77362e-13 5 0 0 2.80351e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -6.51606e-13 -4.95697e-12 0 2 0 0 0 3 -6.93889e-13 7.54605e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320785 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 3.750993e+03 7.933873e+07 0.000000e+00 energy 8.165615e+01 1.044225e-02 8.165615e+00 displacement 6.901303e+01 6.901303e+01 6.901303e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 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 3.750993e+03 1.433019e-06 0.000000e+00 energy 8.165615e+01 4.088905e-06 8.165615e+00 displacement 6.901303e+01 1.698795e-01 6.669985e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.484659e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.448655e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 5.78206 -13.2236 15.1171 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.1171 5 0.247727 -12.5412 15.1171 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 0.100408 1.22622 1.44329 2 -0.10076 -1.22657 -1.44422 4 -2.77556e-13 -7.97973e-13 0 5 1.46367e-13 -6.80879e-13 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 47.7135 6.86129 -9.1605 2 -14.9549 -1.49676 2.32631 4 1.41748e-27 -4.93038e-28 -1.31439e-13 5 0 0 -8.32055e-12 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 1.31188e-13 1.47885e-12 0 2 0 0 0 3 2.77556e-13 7.97973e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 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 3.842673e+03 7.933873e+07 0.000000e+00 energy 8.296809e+01 1.301961e-02 8.296809e+00 displacement 6.437058e+01 6.437058e+01 6.437058e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 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 3.842673e+03 2.400508e-06 0.000000e+00 energy 8.296809e+01 7.229500e-06 8.296809e+00 displacement 6.437058e+01 1.771168e-01 6.225662e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.580943e-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 : 1.594814e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 5.78848 -13.1204 15.2345 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.2345 5 0.260368 -12.4387 15.2345 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 0.141588 1.80044 2.10848 2 -0.142212 -1.80064 -2.10971 4 1.11022e-12 -1.14492e-12 0 5 0 9.65374e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 69.4929 10.0468 -13.2602 2 -21.4126 -2.0839 3.23714 4 2.03378e-27 1.97215e-27 9.18129e-13 5 0 0 4.81176e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -1.11022e-12 -8.50882e-12 0 2 0 0 0 3 -1.11022e-12 1.14492e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 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 4.009897e+03 7.933874e+07 0.000000e+00 energy 8.528489e+01 1.274288e-01 8.528489e+00 displacement 6.019884e+01 6.019884e+01 6.019884e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 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 4.009897e+03 4.593235e-02 0.000000e+00 energy 8.528489e+01 4.413909e-05 8.528489e+00 displacement 6.019884e+01 2.132057e-01 5.849804e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 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 4.009897e+03 2.083369e-05 0.000000e+00 energy 8.528489e+01 3.386861e-07 8.528489e+00 displacement 6.019884e+01 2.723268e-04 5.846683e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.024686e-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 : 1.228718e-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 5.79489 -13.0171 15.3519 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.3519 5 0.273008 -12.3361 15.3519 Data Record #2 =========================================================================== Step = 7 Time = 0.35 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Forces 1 0.198247 2.60217 3.03444 2 -0.198247 -2.60215 -3.03442 4 2.77556e-13 -1.19696e-12 0 5 -8.34836e-14 2.2031e-12 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 99.687 14.4955 -18.9615 2 -30.1704 -2.88071 4.45967 4 2.12623e-27 4.93038e-28 3.11931e-13 5 0 0 5.73284e-12 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.94072e-13 -1.00614e-12 0 2 0 0 0 3 -2.77556e-13 1.19696e-12 0 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568403e+04 7.933919e+07 0.000000e+00 energy 1.117826e+02 4.030252e-03 1.117826e+01 displacement 5.717045e+01 5.717045e+01 5.717045e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321145 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568403e+04 1.110322e+02 0.000000e+00 energy 1.117826e+02 3.516018e-02 1.117826e+01 displacement 5.717045e+01 4.070134e-01 5.750598e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321145 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568403e+04 1.520606e+01 0.000000e+00 energy 1.117826e+02 1.064244e-02 1.117826e+01 displacement 5.717045e+01 1.698089e-02 5.744516e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321145 4 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.568403e+04 3.259414e-01 0.000000e+00 energy 1.117826e+02 5.963448e-05 1.117826e+01 displacement 5.717045e+01 1.518027e-03 5.745339e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.108283e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.503357e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 5.8013 -12.9138 15.4693 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.4693 5 0.285649 -12.2336 15.4693 Data Record #2 =========================================================================== Step = 8 Time = 0.4 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Forces 1 0.295493 4.03624 4.68054 2 -0.2954 -4.03604 -4.6803 4 2.498e-12 -1.5786e-12 0 5 -5.07407e-13 1.25681e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 152.983 22.333 -28.9374 2 -45.1819 -4.15471 6.45508 4 2.80415e-27 3.45127e-27 1.56827e-12 5 0 0 6.21469e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -1.43548e-12 -1.09895e-11 0 2 5.55112e-13 0 0 3 -1.94289e-12 1.5786e-12 0 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321145 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 1.832147e+05 7.934268e+07 0.000000e+00 energy 2.119740e+02 1.970127e+00 2.119740e+01 displacement 6.035753e+01 6.035753e+01 6.035753e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 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 1.832147e+05 8.035419e+01 0.000000e+00 energy 2.119740e+02 4.237779e-02 2.119740e+01 displacement 6.035753e+01 2.848605e+00 6.228003e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 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 1.832147e+05 2.652255e+01 0.000000e+00 energy 2.119740e+02 1.116261e-02 2.119740e+01 displacement 6.035753e+01 3.952384e-01 6.293979e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320857 4 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832147e+05 4.735742e-01 0.000000e+00 energy 2.119740e+02 1.453539e-04 2.119740e+01 displacement 6.035753e+01 9.499335e-03 6.315638e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 5 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.832147e+05 1.572749e-03 0.000000e+00 energy 2.119740e+02 4.330507e-06 2.119740e+01 displacement 6.035753e+01 7.506889e-05 6.317489e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.516679e-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 : 1.615809e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 5.80772 -12.8106 15.5867 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.5867 5 0.29829 -12.1311 15.5867 Data Record #2 =========================================================================== Step = 9 Time = 0.45 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Forces 1 0.565742 8.12945 9.35791 2 -0.565742 -8.12945 -9.35791 4 4.16334e-13 -1.56125e-12 0 5 1.02999e-13 5.03937e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 303.278 44.1501 -56.7143 2 -86.2103 -7.16216 11.4588 4 2.77334e-27 7.39557e-28 4.46708e-13 5 0 0 1.97138e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -5.19333e-13 -3.47812e-12 0 2 0 0 0 3 -4.16334e-13 1.56125e-12 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 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 6.301491e+05 7.934496e+07 0.000000e+00 energy 3.728774e+02 5.485188e+00 3.728774e+01 displacement 8.500433e+01 8.500433e+01 8.500433e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 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 6.301491e+05 2.461893e+02 0.000000e+00 energy 3.728774e+02 1.355869e-01 3.728774e+01 displacement 8.500433e+01 8.108841e+00 1.210308e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320749 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 6.301491e+05 3.878032e+01 0.000000e+00 energy 3.728774e+02 2.168961e-03 3.728774e+01 displacement 8.500433e+01 1.942664e+00 1.408712e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320713 4 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.301491e+05 2.936632e+00 0.000000e+00 energy 3.728774e+02 6.072930e-04 3.728774e+01 displacement 8.500433e+01 6.989436e-02 1.450414e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320713 5 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.301491e+05 1.222081e-01 0.000000e+00 energy 3.728774e+02 9.703829e-06 3.728774e+01 displacement 8.500433e+01 2.512077e-03 1.458913e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.052600e-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 : 1.665335e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 5.81413 -12.7073 15.7041 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.7041 5 0.31093 -12.0286 15.7041 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 1.05222 15.6289 17.904 2 -1.05229 -15.6988 -17.9785 4 0 -1.66533e-12 0 5 -3.95734e-13 -2.3679e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 577.314 84.587 -107.795 2 -160.762 -13.1093 20.8845 4 2.95823e-27 0 1.50672e-13 5 0 0 -2.27185e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 3.95734e-13 4.03323e-12 0 2 0 0 0 3 0 1.66533e-12 0 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320713 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 1.006762e+06 7.934664e+07 0.000000e+00 energy 5.376025e+02 4.096898e+00 5.376025e+01 displacement 2.357757e+02 2.357757e+02 2.357757e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321325 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 1.006762e+06 1.869886e+02 0.000000e+00 energy 5.376025e+02 2.780870e+00 5.376025e+01 displacement 2.357757e+02 1.740723e+02 5.034036e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321253 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 98263 at gauss point 1 * * jacobian = -0.21105 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 179870 at gauss point 1 * * jacobian = -0.366303 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 179871 at gauss point 1 * * jacobian = -0.307442 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 143221 at gauss point 1 * * jacobian = -0.357764 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 124992 at gauss point 1 * * jacobian = -0.303009 * * * ************************************************************************* ------- failed to converge at time : 0.55 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.025 ===== beginning time step 11 : 0.525 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320785 1 Nonlinear solution status: time= 0.525 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.516906e+05 1.983552e+07 0.000000e+00 energy 1.344002e+02 2.898175e-01 1.344002e+01 displacement 5.899210e+01 5.899210e+01 5.899210e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 2 Nonlinear solution status: time= 0.525 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.516906e+05 7.441809e+00 0.000000e+00 energy 1.344002e+02 8.189473e-03 1.344002e+01 displacement 5.899210e+01 5.227324e-01 6.900478e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 3 Nonlinear solution status: time= 0.525 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.516906e+05 2.616082e+00 0.000000e+00 energy 1.344002e+02 1.017986e-03 1.344002e+01 displacement 5.899210e+01 2.034363e-02 7.033906e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 4 Nonlinear solution status: time= 0.525 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.516906e+05 3.074888e-02 0.000000e+00 energy 1.344002e+02 2.855316e-05 1.344002e+01 displacement 5.899210e+01 7.719705e-05 7.045625e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.519895e-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 : 1.825338e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.525 Data Record #1 =========================================================================== Step = 11 Time = 0.525 Data = center_of_mass 1 5.81734 -12.6556 15.7629 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.7629 5 0.31725 -11.9774 15.7629 Data Record #2 =========================================================================== Step = 11 Time = 0.525 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 = 0.525 Data = Reaction_Forces 1 1.37425 20.6499 23.616 2 -1.3742 -20.6534 -23.6197 4 2.77556e-13 -1.80411e-12 0 5 1.30104e-14 3.29597e-12 0 Data Record #4 =========================================================================== Step = 11 Time = 0.525 Data = Reaction_Torques 1 760.32 112.071 -142.267 2 -209.068 -17.3461 27.359 4 3.20475e-27 4.93038e-28 3.66864e-13 5 0 0 8.50235e-12 Data Record #5 =========================================================================== Step = 11 Time = 0.525 Data = Rigid_Connector_Force 1 -2.90566e-13 -1.49186e-12 0 2 0 0 0 3 -2.77556e-13 1.80411e-12 0 Data Record #6 =========================================================================== Step = 11 Time = 0.525 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03 ===== beginning time step 12 : 0.555 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 1 Nonlinear solution status: time= 0.555 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.770904e+05 2.856285e+07 0.000000e+00 energy 2.189813e+02 6.362507e-01 2.189813e+01 displacement 1.147026e+02 1.147026e+02 1.147026e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321253 2 Nonlinear solution status: time= 0.555 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.770904e+05 4.983516e+00 0.000000e+00 energy 2.189813e+02 5.137182e-03 2.189813e+01 displacement 1.147026e+02 6.289390e-01 1.286175e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 3 Nonlinear solution status: time= 0.555 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.770904e+05 2.991144e-01 0.000000e+00 energy 2.189813e+02 4.786402e-05 2.189813e+01 displacement 1.147026e+02 3.054475e-02 1.291879e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 4 Nonlinear solution status: time= 0.555 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.770904e+05 1.388814e-03 0.000000e+00 energy 2.189813e+02 1.552011e-07 2.189813e+01 displacement 1.147026e+02 8.384390e-05 1.292876e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.035470e-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 : 1.987300e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.555 Data Record #1 =========================================================================== Step = 12 Time = 0.555 Data = center_of_mass 1 5.82118 -12.5937 15.8333 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.8333 5 0.324835 -11.9159 15.8333 Data Record #2 =========================================================================== Step = 12 Time = 0.555 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 = 0.555 Data = Reaction_Forces 1 1.80794 27.4431 31.3342 2 -1.80794 -27.4515 -31.3434 4 5.55112e-13 -1.9082e-12 0 5 4.98733e-14 5.89806e-12 0 Data Record #4 =========================================================================== Step = 12 Time = 0.555 Data = Reaction_Torques 1 1007.61 149.564 -189.152 2 -275.093 -23.482 36.4565 4 3.38964e-27 9.86076e-28 5.79916e-13 5 0 0 2.26207e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.555 Data = Rigid_Connector_Force 1 -6.04985e-13 -3.98986e-12 0 2 0 0 0 3 -5.55112e-13 1.9082e-12 0 Data Record #6 =========================================================================== Step = 12 Time = 0.555 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.034 ===== beginning time step 13 : 0.589 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 1 Nonlinear solution status: time= 0.589 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.556327e+05 3.668773e+07 0.000000e+00 energy 3.030265e+02 2.973514e+00 3.030265e+01 displacement 1.850582e+02 1.850582e+02 1.850582e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321397 2 Nonlinear solution status: time= 0.589 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.556327e+05 1.147139e+02 0.000000e+00 energy 3.030265e+02 5.409334e-02 3.030265e+01 displacement 1.850582e+02 1.268104e+00 1.979494e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 3 Nonlinear solution status: time= 0.589 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.556327e+05 4.658170e+00 0.000000e+00 energy 3.030265e+02 6.936659e-04 3.030265e+01 displacement 1.850582e+02 1.247889e+00 2.003190e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 4 Nonlinear solution status: time= 0.589 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.556327e+05 1.614704e-02 0.000000e+00 energy 3.030265e+02 1.222716e-04 3.030265e+01 displacement 1.850582e+02 5.649588e-03 2.003164e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.267515e-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 : 2.118352e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.589 Data Record #1 =========================================================================== Step = 13 Time = 0.589 Data = center_of_mass 1 5.82554 -12.5235 15.9131 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.9131 5 0.33343 -11.8462 15.9131 Data Record #2 =========================================================================== Step = 13 Time = 0.589 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 = 0.589 Data = Reaction_Forces 1 2.35611 36.0589 41.1081 2 -2.35631 -36.0604 -41.1102 4 -1.11022e-12 -1.80411e-12 0 5 -3.20924e-13 -1.079e-11 0 Data Record #4 =========================================================================== Step = 13 Time = 0.589 Data = Reaction_Torques 1 1321.02 197.291 -248.786 2 -358.448 -31.4747 48.1666 4 3.20475e-27 -1.97215e-27 -6.51314e-13 5 0 0 -7.10743e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.589 Data = Rigid_Connector_Force 1 1.43115e-12 1.25941e-11 0 2 0 0 0 3 1.11022e-12 1.80411e-12 0 Data Record #6 =========================================================================== Step = 13 Time = 0.589 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0372 ===== beginning time step 14 : 0.6262 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 1 Nonlinear solution status: time= 0.6262 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.593019e+05 4.392125e+07 0.000000e+00 energy 4.277297e+02 6.564719e+00 4.277297e+01 displacement 2.601561e+02 2.601561e+02 2.601561e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 2 Nonlinear solution status: time= 0.6262 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.593019e+05 1.311109e+01 0.000000e+00 energy 4.277297e+02 2.626748e-03 4.277297e+01 displacement 2.601561e+02 2.445925e+00 2.753166e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 3 Nonlinear solution status: time= 0.6262 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.593019e+05 1.465183e+01 0.000000e+00 energy 4.277297e+02 6.668830e-03 4.277297e+01 displacement 2.601561e+02 2.401772e+00 2.793223e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 4 Nonlinear solution status: time= 0.6262 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.593019e+05 3.438203e-02 0.000000e+00 energy 4.277297e+02 1.858348e-04 4.277297e+01 displacement 2.601561e+02 1.804915e-02 2.796639e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.298932e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.791958e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.6262 Data Record #1 =========================================================================== Step = 14 Time = 0.6262 Data = center_of_mass 1 5.83031 -12.4466 16.0005 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.0005 5 0.342835 -11.7699 16.0005 Data Record #2 =========================================================================== Step = 14 Time = 0.6262 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 = 0.6262 Data = Reaction_Forces 1 3.02756 46.5984 53.0436 2 -3.02762 -46.5989 -53.0446 4 -1.38778e-12 -1.9082e-12 -1.77636e-11 5 -7.80626e-14 -1.09981e-11 1.77636e-11 Data Record #4 =========================================================================== Step = 14 Time = 0.6262 Data = Reaction_Torques 1 1704.21 255.72 -321.925 2 -460.299 -41.4321 62.6726 4 1.30327e-11 -1.60717e-12 -8.45533e-13 5 0 0 -7.2836e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.6262 Data = Rigid_Connector_Force 1 1.46584e-12 1.29063e-11 0 2 0 0 0 3 1.38778e-12 1.9082e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 14 Time = 0.6262 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03976 ===== beginning time step 15 : 0.66596 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 1 Nonlinear solution status: time= 0.66596 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.077112e+06 5.017444e+07 0.000000e+00 energy 6.122144e+02 8.725507e+00 6.122144e+01 displacement 3.413066e+02 3.413066e+02 3.413066e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321145 2 Nonlinear solution status: time= 0.66596 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.077112e+06 1.704064e+02 0.000000e+00 energy 6.122144e+02 5.088803e-02 6.122144e+01 displacement 3.413066e+02 1.356304e+00 3.405353e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 3 Nonlinear solution status: time= 0.66596 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.077112e+06 8.354207e+01 0.000000e+00 energy 6.122144e+02 3.617952e-02 6.122144e+01 displacement 3.413066e+02 8.492627e-01 3.405763e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 4 Nonlinear solution status: time= 0.66596 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.077112e+06 6.401761e+00 0.000000e+00 energy 6.122144e+02 2.307055e-03 6.122144e+01 displacement 3.413066e+02 1.035203e-02 3.386441e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.198067e-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 : 1.789969e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.66596 Data Record #1 =========================================================================== Step = 15 Time = 0.66596 Data = center_of_mass 1 5.83541 -12.3645 16.0939 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.0939 5 0.352887 -11.6884 16.0939 Data Record #2 =========================================================================== Step = 15 Time = 0.66596 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 = 0.66596 Data = Reaction_Forces 1 3.85172 59.5241 67.6582 2 -3.85369 -59.5335 -67.6683 4 -2.77556e-13 -2.18575e-12 -1.77636e-11 5 -1.04083e-13 -1.99493e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 15 Time = 0.66596 Data = Reaction_Torques 1 2174.23 327.254 -411.681 2 -585.304 -53.7366 80.6077 4 1.30327e-11 -1.60717e-12 -5.87849e-15 5 0 0 -2.35294e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.66596 Data = Rigid_Connector_Force 1 3.81639e-13 4.18068e-12 0 2 0 0 0 3 2.77556e-13 2.18575e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 15 Time = 0.66596 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.041808 ===== beginning time step 16 : 0.707768 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 1 Nonlinear solution status: time= 0.707768 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.369003e+06 5.552324e+07 0.000000e+00 energy 8.281166e+02 3.611229e+01 8.281166e+01 displacement 3.559360e+02 3.559360e+02 3.559360e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 2 Nonlinear solution status: time= 0.707768 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.369003e+06 2.014582e+02 0.000000e+00 energy 8.281166e+02 5.878757e-03 8.281166e+01 displacement 3.559360e+02 4.869058e+00 3.768764e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321109 3 Nonlinear solution status: time= 0.707768 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.480919 convergence norms : INITIAL CURRENT REQUIRED residual 1.369003e+06 8.934606e+01 0.000000e+00 energy 8.281166e+02 3.209056e-02 8.281166e+01 displacement 3.559360e+02 1.099348e+00 3.686391e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321145 4 Nonlinear solution status: time= 0.707768 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.369003e+06 5.141762e+00 0.000000e+00 energy 8.281166e+02 1.759659e-03 8.281166e+01 displacement 3.559360e+02 3.680888e+00 3.375497e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 5 Nonlinear solution status: time= 0.707768 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.369003e+06 4.260369e-02 0.000000e+00 energy 8.281166e+02 3.574745e-04 8.281166e+01 displacement 3.559360e+02 3.939117e-01 3.397415e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 6 Nonlinear solution status: time= 0.707768 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.369003e+06 8.083623e-04 0.000000e+00 energy 8.281166e+02 6.422060e-06 8.281166e+01 displacement 3.559360e+02 1.328464e-02 3.405709e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.835093e-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 : 1.792170e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.707768 Data Record #1 =========================================================================== Step = 16 Time = 0.707768 Data = center_of_mass 1 5.84078 -12.2782 16.192 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.192 5 0.363456 -11.6027 16.192 Data Record #2 =========================================================================== Step = 16 Time = 0.707768 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 = 0.707768 Data = Reaction_Forces 1 4.90013 75.9106 86.1671 2 -4.90023 -75.9108 -86.167 4 -2.77556e-13 -2.35922e-12 -1.77636e-11 5 7.15573e-14 -4.68375e-13 1.77636e-11 Data Record #4 =========================================================================== Step = 16 Time = 0.707768 Data = Reaction_Torques 1 2769.71 418.541 -526.217 2 -743.312 -69.9957 103.922 4 1.30327e-11 -1.60717e-12 9.81651e-15 5 0 0 -1.58783e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.707768 Data = Rigid_Connector_Force 1 2.05998e-13 2.8276e-12 0 2 0 0 0 3 2.77556e-13 2.35922e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 16 Time = 0.707768 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0434464 ===== beginning time step 17 : 0.751214 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 1 Nonlinear solution status: time= 0.751214 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821741e+06 5.991613e+07 0.000000e+00 energy 1.079416e+03 1.916160e+01 1.079416e+02 displacement 3.672603e+02 3.672603e+02 3.672603e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321181 2 Nonlinear solution status: time= 0.751214 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821741e+06 3.374356e+03 0.000000e+00 energy 1.079416e+03 2.245674e+00 1.079416e+02 displacement 3.672603e+02 1.589481e+00 3.614409e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321325 3 Nonlinear solution status: time= 0.751214 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821741e+06 2.963509e+02 0.000000e+00 energy 1.079416e+03 2.004241e-01 1.079416e+02 displacement 3.672603e+02 9.744592e-01 3.677563e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 4 Nonlinear solution status: time= 0.751214 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821741e+06 3.915716e-01 0.000000e+00 energy 1.079416e+03 2.409389e-05 1.079416e+02 displacement 3.672603e+02 4.495725e-02 3.668048e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 5 Nonlinear solution status: time= 0.751214 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821741e+06 3.750529e-02 0.000000e+00 energy 1.079416e+03 1.431464e-04 1.079416e+02 displacement 3.672603e+02 1.284042e-03 3.668144e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.246359e-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 : 1.794348e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.751214 Data Record #1 =========================================================================== Step = 17 Time = 0.7512144 Data = center_of_mass 1 5.84635 -12.1884 16.2941 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.2941 5 0.37444 -11.5136 16.2941 Data Record #2 =========================================================================== Step = 17 Time = 0.7512144 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 = 0.7512144 Data = Reaction_Forces 1 6.08505 94.5354 107.169 2 -6.09042 -94.534 -107.167 4 -8.32667e-13 -2.39392e-12 -1.77636e-11 5 -1.4962e-13 -6.80012e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 17 Time = 0.7512144 Data = Reaction_Torques 1 3446.28 522.455 -656.525 2 -922.641 -88.8481 130.785 4 1.30327e-11 -1.60717e-12 -3.94316e-13 5 0 0 -5.18433e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.7512144 Data = Rigid_Connector_Force 1 9.82287e-13 9.19403e-12 0 2 0 0 0 3 8.32667e-13 2.39392e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 17 Time = 0.7512144 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0447571 ===== beginning time step 18 : 0.795972 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 1 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 6.358382e+07 0.000000e+00 energy 1.284302e+03 1.379696e+01 1.284302e+02 displacement 3.728674e+02 3.728674e+02 3.728674e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321289 2 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 1.481951e+02 0.000000e+00 energy 1.284302e+03 1.549803e-01 1.284302e+02 displacement 3.728674e+02 3.066121e+01 4.255085e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 3 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 1.355301e+02 0.000000e+00 energy 1.284302e+03 1.183080e-01 1.284302e+02 displacement 3.728674e+02 1.046168e+01 3.656433e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321325 4 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 2.176373e+00 0.000000e+00 energy 1.284302e+03 5.054969e-02 1.284302e+02 displacement 3.728674e+02 3.220148e+01 3.630439e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321217 5 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 3.437855e-01 0.000000e+00 energy 1.284302e+03 7.455345e-04 1.284302e+02 displacement 3.728674e+02 1.104930e+00 3.522078e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321181 6 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 4.218911e-02 0.000000e+00 energy 1.284302e+03 5.789954e-05 1.284302e+02 displacement 3.728674e+02 2.295958e+00 3.631032e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321253 7 Nonlinear solution status: time= 0.795972 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.307754e+06 3.869958e-05 0.000000e+00 energy 1.284302e+03 9.011209e-06 1.284302e+02 displacement 3.728674e+02 7.248857e-03 3.631374e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.825946e-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 : 1.796035e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.795972 Data Record #1 =========================================================================== Step = 18 Time = 0.79597152 Data = center_of_mass 1 5.85209 -12.096 16.3992 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.3992 5 0.385755 -11.4219 16.3992 Data Record #2 =========================================================================== Step = 18 Time = 0.79597152 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 = 0.79597152 Data = Reaction_Forces 1 7.43054 115.492 130.761 2 -7.43053 -115.492 -130.76 4 -2.77556e-13 -2.63678e-12 1.77636e-11 5 -6.44016e-13 -6.14092e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 18 Time = 0.79597152 Data = Reaction_Torques 1 4207.17 639.63 -803.977 2 -1124.04 -110.613 161.533 4 -1.30327e-11 1.60717e-12 3.49285e-14 5 0 0 -4.94846e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.79597152 Data = Rigid_Connector_Force 1 9.21572e-13 8.7777e-12 0 2 0 0 0 3 2.77556e-13 2.63678e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 18 Time = 0.79597152 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0458057 ===== beginning time step 19 : 0.841777 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321253 1 Nonlinear solution status: time= 0.841777 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.748583e+06 6.659228e+07 0.000000e+00 energy 1.540332e+03 8.914170e+00 1.540332e+02 displacement 3.612342e+02 3.612342e+02 3.612342e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321901 2 Nonlinear solution status: time= 0.841777 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.748583e+06 2.956322e+01 0.000000e+00 energy 1.540332e+03 1.156033e-01 1.540332e+02 displacement 3.612342e+02 9.570667e+00 3.936472e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321721 3 Nonlinear solution status: time= 0.841777 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.504803 convergence norms : INITIAL CURRENT REQUIRED residual 2.748583e+06 8.355026e+01 0.000000e+00 energy 1.540332e+03 1.855869e-02 1.540332e+02 displacement 3.612342e+02 1.346542e+00 3.854338e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321793 4 Nonlinear solution status: time= 0.841777 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.748583e+06 9.868531e-02 0.000000e+00 energy 1.540332e+03 2.914164e-04 1.540332e+02 displacement 3.612342e+02 3.937262e+00 3.832229e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321757 5 Nonlinear solution status: time= 0.841777 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.748583e+06 8.618722e-03 0.000000e+00 energy 1.540332e+03 1.954062e-04 1.540332e+02 displacement 3.612342e+02 1.139666e+00 3.716075e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321757 6 Nonlinear solution status: time= 0.841777 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.748583e+06 3.195796e-04 0.000000e+00 energy 1.540332e+03 4.569285e-05 1.540332e+02 displacement 3.612342e+02 7.062859e-02 3.686696e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.037856e-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 : 1.798124e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.841777 Data Record #1 =========================================================================== Step = 19 Time = 0.841777216 Data = center_of_mass 1 5.85796 -12.0014 16.5067 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.5067 5 0.397335 -11.328 16.5067 Data Record #2 =========================================================================== Step = 19 Time = 0.841777216 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 = 0.841777216 Data = Reaction_Forces 1 8.8848 138.212 156.291 2 -8.88448 -138.212 -156.291 4 -2.77556e-13 -2.77556e-12 1.77636e-11 5 -4.98733e-14 -1.249e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 19 Time = 0.841777216 Data = Reaction_Torques 1 5032.02 766.652 -963.988 2 -1342.24 -134.472 195.178 4 -1.30327e-11 1.60717e-12 4.74845e-14 5 0 0 -2.26233e-11 Data Record #5 =========================================================================== Step = 19 Time = 0.841777216 Data = Rigid_Connector_Force 1 3.27429e-13 4.02456e-12 0 2 0 0 0 3 2.77556e-13 2.77556e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 19 Time = 0.841777216 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0466446 ===== beginning time step 20 : 0.888422 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321865 1 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 6.906206e+07 0.000000e+00 energy 1.801034e+03 1.770746e+01 1.801034e+02 displacement 3.849320e+02 3.849320e+02 3.849320e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321865 2 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 9.953955e+01 0.000000e+00 energy 1.801034e+03 3.046045e-02 1.801034e+02 displacement 3.849320e+02 1.559879e+00 3.759285e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321937 3 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.466061 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 4.297560e+01 0.000000e+00 energy 1.801034e+03 1.043005e-02 1.801034e+02 displacement 3.849320e+02 4.347692e-01 3.810702e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321901 4 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.583715 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 3.293687e+01 0.000000e+00 energy 1.801034e+03 2.780166e-03 1.801034e+02 displacement 3.849320e+02 2.241611e-01 3.853483e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321865 5 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 1.130188e-01 0.000000e+00 energy 1.801034e+03 8.300831e-04 1.801034e+02 displacement 3.849320e+02 2.792499e-01 3.911072e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321793 6 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 6 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 1.279198e+03 0.000000e+00 energy 1.801034e+03 9.341152e-01 1.801034e+02 displacement 3.849320e+02 8.960344e-02 3.912957e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321757 7 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 3.538094e-01 0.000000e+00 energy 1.801034e+03 1.952782e-02 1.801034e+02 displacement 3.849320e+02 5.916948e-02 3.927904e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321757 8 Nonlinear solution status: time= 0.888422 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 8 step from line search = 0.252088 convergence norms : INITIAL CURRENT REQUIRED residual 3.290906e+06 1.501820e-01 0.000000e+00 energy 1.801034e+03 1.971439e-03 1.801034e+02 displacement 3.849320e+02 3.002441e-03 3.929560e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.913533e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.805606e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.888422 Data Record #1 =========================================================================== Step = 20 Time = 0.888421773 Data = center_of_mass 1 5.86395 -11.905 16.6163 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.6163 5 0.409128 -11.2323 16.6163 Data Record #2 =========================================================================== Step = 20 Time = 0.888421773 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 = 0.888421773 Data = Reaction_Forces 1 10.4284 162.303 183.268 2 -10.4379 -162.309 -183.308 4 -1.66533e-12 -2.77556e-12 1.77636e-11 5 -4.98733e-13 -1.6237e-11 -1.77636e-11 Data Record #4 =========================================================================== Step = 20 Time = 0.888421773 Data = Reaction_Torques 1 5905.64 900.326 -1133.52 2 -1573.62 -159.782 231.119 4 -1.30327e-11 1.60717e-12 -9.70693e-13 5 0 0 -1.07299e-10 Data Record #5 =========================================================================== Step = 20 Time = 0.888421773 Data = Rigid_Connector_Force 1 2.16407e-12 1.90126e-11 0 2 0 0 0 3 1.66533e-12 2.77556e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 20 Time = 0.888421773 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0473156 ===== beginning time step 21 : 0.935737 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321721 1 Nonlinear solution status: time= 0.935737 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.890331e+06 7.106385e+07 0.000000e+00 energy 2.096955e+03 1.848636e+01 2.096955e+02 displacement 3.846279e+02 3.846279e+02 3.846279e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322441 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135545 at gauss point 1 * * jacobian = -0.0518925 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 142958 at gauss point 1 * * jacobian = -0.449932 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 186471 at gauss point 1 * * jacobian = -0.0510789 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 130608 at gauss point 1 * * jacobian = -0.368113 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 105812 at gauss point 1 * * jacobian = -0.254856 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193582 at gauss point 1 * * jacobian = -0.127961 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194248 at gauss point 1 * * jacobian = -0.0250286 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 194267 at gauss point 1 * * jacobian = -0.229272 * * * ************************************************************************* ------- failed to converge at time : 0.935737 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.0236578 ===== beginning time step 21 : 0.91208 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321721 1 Nonlinear solution status: time= 0.91208 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.725935e+05 1.776244e+07 0.000000e+00 energy 5.242413e+02 9.432559e-01 5.242413e+01 displacement 9.628347e+01 9.628347e+01 9.628347e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321721 2 Nonlinear solution status: time= 0.91208 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.725935e+05 1.980065e+00 0.000000e+00 energy 5.242413e+02 4.020696e-03 5.242413e+01 displacement 9.628347e+01 1.042318e-01 9.728031e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321721 3 Nonlinear solution status: time= 0.91208 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.197835 convergence norms : INITIAL CURRENT REQUIRED residual 9.725935e+05 1.414319e+00 0.000000e+00 energy 5.242413e+02 4.347835e-04 5.242413e+01 displacement 9.628347e+01 3.176551e-03 9.747775e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.361575e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.551115e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.811370e-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 : 0.91208 Data Record #1 =========================================================================== Step = 21 Time = 0.912079596 Data = center_of_mass 1 5.86698 -11.8562 16.6718 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.6718 5 0.415109 -11.1838 16.6718 Data Record #2 =========================================================================== Step = 21 Time = 0.912079596 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 = 21 Time = 0.912079596 Data = Reaction_Forces 1 11.2056 174.55 196.975 2 -11.2311 -174.76 -197.246 4 1.94289e-12 -3.26128e-12 1.77636e-11 5 -6.70037e-13 7.56339e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 21 Time = 0.912079596 Data = Reaction_Torques 1 6350.39 969.08 -1220.1 2 -1693.11 -172.867 249.636 4 -1.30327e-11 1.60717e-12 1.31324e-12 5 0 0 2.44359e-11 Data Record #5 =========================================================================== Step = 21 Time = 0.912079596 Data = Rigid_Connector_Force 1 -7.17742e-13 -4.30211e-12 0 2 5.55112e-13 0 0 3 -1.38778e-12 3.26128e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 21 Time = 0.912079596 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0289263 ===== beginning time step 22 : 0.941006 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321721 1 Nonlinear solution status: time= 0.941006 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.457263e+06 2.655871e+07 0.000000e+00 energy 7.935144e+02 4.528222e+00 7.935144e+01 displacement 1.429620e+02 1.429620e+02 1.429620e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322189 2 Nonlinear solution status: time= 0.941006 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.457263e+06 3.327553e+00 0.000000e+00 energy 7.935144e+02 7.138190e-03 7.935144e+01 displacement 1.429620e+02 2.739422e-01 1.412014e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322225 3 Nonlinear solution status: time= 0.941006 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 1.457263e+06 2.871638e+03 0.000000e+00 energy 7.935144e+02 2.125490e+00 7.935144e+01 displacement 1.429620e+02 1.435099e-01 1.409149e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322225 4 Nonlinear solution status: time= 0.941006 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.457263e+06 7.596893e+01 0.000000e+00 energy 7.935144e+02 3.449876e-01 7.935144e+01 displacement 1.429620e+02 8.805770e-02 1.411053e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322225 5 Nonlinear solution status: time= 0.941006 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 0.457642 convergence norms : INITIAL CURRENT REQUIRED residual 1.457263e+06 2.228837e+01 0.000000e+00 energy 7.935144e+02 7.051674e-03 7.935144e+01 displacement 1.429620e+02 4.690487e-03 1.411090e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.768688e-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 : 1.815608e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.941006 Data Record #1 =========================================================================== Step = 22 Time = 0.941005854 Data = center_of_mass 1 5.87069 -11.7964 16.7398 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.7398 5 0.422421 -11.1245 16.7398 Data Record #2 =========================================================================== Step = 22 Time = 0.941005854 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 = 22 Time = 0.941005854 Data = Reaction_Forces 1 12.1937 189.995 214.085 2 -12.2155 -190.259 -214.573 4 1.66533e-12 -3.36536e-12 1.77636e-11 5 -5.26922e-13 1.10502e-11 -1.77636e-11 Data Record #4 =========================================================================== Step = 22 Time = 0.941005854 Data = Reaction_Torques 1 6907.22 1053.17 -1328.45 2 -1841.81 -189.108 272.655 4 -1.30327e-11 1.60717e-12 1.5263e-12 5 0 0 4.3551e-11 Data Record #5 =========================================================================== Step = 22 Time = 0.941005854 Data = Rigid_Connector_Force 1 -1.13841e-12 -7.68482e-12 0 2 0 0 0 3 -1.66533e-12 3.36536e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 22 Time = 0.941005854 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.033141 ===== beginning time step 23 : 0.974147 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322225 1 Nonlinear solution status: time= 0.974147 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.005189e+06 3.485795e+07 0.000000e+00 energy 1.089964e+03 4.453941e+00 1.089964e+02 displacement 1.761577e+02 1.761577e+02 1.761577e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322369 2 Nonlinear solution status: time= 0.974147 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.005189e+06 1.135223e+01 0.000000e+00 energy 1.089964e+03 9.169927e-03 1.089964e+02 displacement 1.761577e+02 3.595487e-01 1.695039e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322333 3 Nonlinear solution status: time= 0.974147 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.579453 convergence norms : INITIAL CURRENT REQUIRED residual 2.005189e+06 8.897983e+00 0.000000e+00 energy 1.089964e+03 1.274570e-03 1.089964e+02 displacement 1.761577e+02 4.661710e-02 1.705361e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322333 4 Nonlinear solution status: time= 0.974147 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.005189e+06 1.307813e+00 0.000000e+00 energy 1.089964e+03 1.717629e-03 1.089964e+02 displacement 1.761577e+02 2.593406e-02 1.714920e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322369 5 Nonlinear solution status: time= 0.974147 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.005189e+06 6.249918e+00 0.000000e+00 energy 1.089964e+03 1.818087e-03 1.089964e+02 displacement 1.761577e+02 1.454604e-02 1.717309e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.101812e-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 : 1.805050e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.974147 Data Record #1 =========================================================================== Step = 23 Time = 0.97414686 Data = center_of_mass 1 5.87494 -11.728 16.8176 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.8176 5 0.4308 -11.0566 16.8176 Data Record #2 =========================================================================== Step = 23 Time = 0.97414686 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 = 23 Time = 0.97414686 Data = Reaction_Forces 1 13.3804 208.264 234.661 2 -13.3565 -208.412 -234.838 4 -5.55112e-13 -3.1572e-12 1.77636e-11 5 -3.64292e-13 -5.89806e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 23 Time = 0.97414686 Data = Reaction_Torques 1 7575.67 1156.45 -1458.4 2 -2016.1 -207.921 299.366 4 -1.30327e-11 1.60717e-12 -1.21622e-13 5 0 0 -5.10278e-11 Data Record #5 =========================================================================== Step = 23 Time = 0.97414686 Data = Rigid_Connector_Force 1 9.19403e-13 9.05526e-12 0 2 0 0 0 3 5.55112e-13 3.1572e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 23 Time = 0.97414686 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0365128 MUST POINT CONTROLLER: adjusting time step. dt = 0.0258531 ===== beginning time step 24 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322369 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 1.371950e+06 2.121175e+07 0.000000e+00 energy 7.160665e+02 4.828406e-01 7.160665e+01 displacement 1.021550e+02 1.021550e+02 1.021550e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322297 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 1.371950e+06 2.261301e+02 0.000000e+00 energy 7.160665e+02 1.759763e-01 7.160665e+01 displacement 1.021550e+02 6.788790e-02 1.022775e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2322297 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.371950e+06 1.140111e+01 0.000000e+00 energy 7.160665e+02 1.087483e-02 7.160665e+01 displacement 1.021550e+02 4.876620e-03 1.020056e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.838476e-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 : 1.776357e-15 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 : 1.814026e-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 : 1 Data Record #1 =========================================================================== Step = 24 Time = 1 Data = center_of_mass 1 5.87826 -11.6746 16.8783 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.8783 5 0.437336 -11.0036 16.8783 Data Record #2 =========================================================================== Step = 24 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 = 24 Time = 1 Data = Reaction_Forces 1 14.2171 222.383 250.42 2 -14.2458 -222.675 -250.735 4 -1.94289e-12 1.46411e-11 -1.77636e-11 5 1.55041e-12 -1.70003e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 24 Time = 1 Data = Reaction_Torques 1 8089.82 1234.73 -1556.01 2 -2152.96 -222.66 320.286 4 1.30327e-11 -1.60717e-12 -1.14294e-12 5 0 0 -2.7109e-11 Data Record #5 =========================================================================== Step = 24 Time = 1 Data = Rigid_Connector_Force 1 3.92481e-13 4.82253e-12 0 2 0 1.77636e-11 0 3 1.94289e-12 3.1225e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 24 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 .................... : 24 Total number of equilibrium iterations ............ : 100 Average number of equilibrium iterations .......... : 4.16667 Total number of right hand evaluations ............ : 138 Total number of stiffness reformations ............ : 102 Time in linear solver: 0:01:05 Elapsed time : 0:02:08 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:01 (1 sec) Solve time ...................... : 0:02:08 (128 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:10 (10 sec) evaluating stiffness ......... : 0:00:12 (12 sec) evaluating residual .......... : 0:00:02 (2 sec) model update ................. : 0:00:38 (38 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:01:05 (65 sec) Total elapsed time .............. : 0:02:09 (129 sec) N O R M A L T E R M I N A T I O N