=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r100.0.feb Plot file : FeBio_custom_tension_r100.0.xplt Log file : FeBio_custom_tension_r100.0.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 ................................................ : 0.0318913 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 14453.1 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 3.18913 --------------------------------------------------------------------------- 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 : 6.26679e-316 Ixx Ixy Ixz : 2.96439e-323, 2.122e-314, 3.95253e-322 Ixy Iyy Iyz : 2.122e-314, 5.50965e-310, 3.16202e-322 Ixz Iyz Izz : 3.95253e-322, 3.16202e-322, 6.2668e-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, 6.2672e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.2672e-316 Ixz Iyz Izz : 6.2672e-316, 6.2672e-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 8.801408e+00 7.933873e+07 0.000000e+00 energy 4.709615e+00 2.362540e-02 4.709615e-01 displacement 1.167254e+02 1.167254e+02 1.167254e-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 8.801408e+00 1.550233e-04 0.000000e+00 energy 4.709615e+00 4.784377e-04 4.709615e-01 displacement 1.167254e+02 1.484172e+00 1.008250e-02 ************************************************************************* * 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 0.0188435 0.128715 0.164053 2 -0.0186182 -0.130814 -0.165811 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 5.42498 0.735932 -1.20303 2 -1.98298 -0.310173 0.468933 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 ....... : 2320749 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 9.779298e+00 7.933873e+07 0.000000e+00 energy 4.865688e+00 1.062594e-05 4.865688e-01 displacement 9.365977e+01 9.365977e+01 9.365977e-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= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779298e+00 6.856470e-07 0.000000e+00 energy 4.865688e+00 8.067766e-06 4.865688e-01 displacement 9.365977e+01 3.430659e-01 8.878097e-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 0.0428054 0.311467 0.394331 2 -0.0428365 -0.311064 -0.393986 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 13.0074 1.77112 -2.81445 2 -4.64582 -0.691952 1.05477 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 ....... : 2320785 1 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.286828e+01 7.933873e+07 0.000000e+00 energy 5.455921e+00 3.610202e-04 5.455921e-01 displacement 8.475595e+01 8.475595e+01 8.475595e-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= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.286828e+01 1.596710e-07 0.000000e+00 energy 5.455921e+00 6.422806e-06 5.455921e-01 displacement 8.475595e+01 2.754038e-01 8.084869e-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 0.0720314 0.550208 0.692755 2 -0.0721752 -0.549991 -0.692642 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 22.8011 3.11237 -4.8478 2 -8.04211 -1.1406 1.74902 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 ....... : 2320785 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 2.161631e+01 7.933873e+07 0.000000e+00 energy 6.418502e+00 8.163498e-04 6.418502e-01 displacement 7.693951e+01 7.693951e+01 7.693951e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320713 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 2.161631e+01 1.464755e-07 0.000000e+00 energy 6.418502e+00 5.501054e-06 6.418502e-01 displacement 7.693951e+01 2.694050e-01 7.365343e-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 0.106686 0.865006 1.08097 2 -0.106831 -0.864814 -1.08091 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 35.5125 4.87886 -7.41414 2 -12.3268 -1.66103 2.55277 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 4.480039e+01 7.933873e+07 0.000000e+00 energy 7.894771e+00 8.981717e-04 7.894771e-01 displacement 7.060788e+01 7.060788e+01 7.060788e-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= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.480039e+01 2.007993e-07 0.000000e+00 energy 7.894771e+00 4.048268e-06 7.894771e-01 displacement 7.060788e+01 1.617348e-01 6.778991e-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 0.148452 1.27937 1.58503 2 -0.148485 -1.2793 -1.58504 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 51.9756 7.18649 -10.6753 2 -17.7086 -2.26881 3.49678 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 ....... : 2320605 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025589e+02 7.933873e+07 0.000000e+00 energy 1.008568e+01 3.662537e-02 1.008568e+00 displacement 6.497167e+01 6.497167e+01 6.497167e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320749 2 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.025589e+02 3.151327e-07 0.000000e+00 energy 1.008568e+01 4.774821e-06 1.008568e+00 displacement 6.497167e+01 1.523434e-01 6.224476e-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 0.199251 1.8292 2.24495 2 -0.199354 -1.82908 -2.24502 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 73.47 10.2247 -14.8629 2 -24.5137 -2.98717 4.62133 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 ....... : 2320749 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 2.182090e+04 7.933878e+07 0.000000e+00 energy 3.655147e+01 1.786289e-01 3.655147e+00 displacement 5.951421e+01 5.951421e+01 5.951421e-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= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.182090e+04 6.107390e-01 0.000000e+00 energy 3.655147e+01 2.253758e-05 3.655147e+00 displacement 5.951421e+01 1.647860e-01 5.716252e-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= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.182090e+04 5.879331e-04 0.000000e+00 energy 3.655147e+01 1.921586e-07 3.655147e+00 displacement 5.951421e+01 1.166276e-04 5.715153e-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 0.263417 2.57874 3.13415 2 -0.2634 -2.57851 -3.1339 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 1 102.331 14.3424 -20.4202 2 -33.3495 -3.86486 6.00172 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 ....... : 2320893 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.862518e+04 7.933969e+07 0.000000e+00 energy 1.079500e+02 6.157247e-01 1.079500e+01 displacement 5.522614e+01 5.522614e+01 5.522614e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.862518e+04 3.954486e+01 0.000000e+00 energy 1.079500e+02 1.782629e-02 1.079500e+01 displacement 5.522614e+01 3.313213e-01 5.421482e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 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 8.862518e+04 4.881914e+00 0.000000e+00 energy 1.079500e+02 3.272537e-03 1.079500e+01 displacement 5.522614e+01 7.133998e-03 5.408167e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 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 8.862518e+04 6.808785e-02 0.000000e+00 energy 1.079500e+02 3.800688e-05 1.079500e+01 displacement 5.522614e+01 8.882868e-04 5.403838e-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 0.361395 3.83879 4.60809 2 -0.361154 -3.83146 -4.59995 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 1 149.89 21.1616 -29.419 2 -47.2146 -5.09289 7.98274 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 ....... : 2321037 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 4.849162e+05 7.934250e+07 0.000000e+00 energy 2.186311e+02 1.669322e+00 2.186311e+01 displacement 5.420040e+01 5.420040e+01 5.420040e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320857 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 4.849162e+05 1.164094e+02 0.000000e+00 energy 2.186311e+02 5.921144e-03 2.186311e+01 displacement 5.420040e+01 1.597771e+00 5.150810e-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 4.849162e+05 6.287007e+01 0.000000e+00 energy 2.186311e+02 3.329875e-02 2.186311e+01 displacement 5.420040e+01 1.819519e-01 5.007591e-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 4.849162e+05 2.291626e+00 0.000000e+00 energy 2.186311e+02 1.212251e-03 2.186311e+01 displacement 5.420040e+01 8.390136e-03 4.998204e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320857 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 4.849162e+05 4.631236e-02 0.000000e+00 energy 2.186311e+02 3.465867e-05 2.186311e+01 displacement 5.420040e+01 1.975723e-04 4.997873e-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 0.575455 6.91586 8.15387 2 -0.575459 -6.91581 -8.15383 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 1 263.75 37.4009 -50.3971 2 -78.9922 -7.32847 11.8515 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 ....... : 2320857 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 6.008578e+05 7.934325e+07 0.000000e+00 energy 2.650160e+02 2.890535e+00 2.650160e+01 displacement 5.172407e+01 5.172407e+01 5.172407e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320569 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 6.008578e+05 2.129913e+02 0.000000e+00 energy 2.650160e+02 3.655016e-04 2.650160e+01 displacement 5.172407e+01 5.168123e+00 6.414329e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 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 6.008578e+05 3.041134e+01 0.000000e+00 energy 2.650160e+02 8.785828e-03 2.650160e+01 displacement 5.172407e+01 7.646740e-01 7.029214e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320569 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 6.008578e+05 1.257318e+00 0.000000e+00 energy 2.650160e+02 2.807724e-04 2.650160e+01 displacement 5.172407e+01 2.375707e-02 7.155633e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320569 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 6.008578e+05 1.978460e-02 0.000000e+00 energy 2.650160e+02 3.911343e-05 2.650160e+01 displacement 5.172407e+01 2.812542e-04 7.170208e-03 ........................ 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 0.941384 12.453 14.4951 2 -0.941328 -12.4521 -14.494 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 1 466.86 66.9696 -87.946 2 -134.296 -11.3916 18.6001 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 ....... : 2320569 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 9.566039e+05 7.934457e+07 0.000000e+00 energy 4.043361e+02 2.631684e+00 4.043361e+01 displacement 1.148903e+02 1.148903e+02 1.148903e-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= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.566039e+05 1.690319e+02 0.000000e+00 energy 4.043361e+02 6.209756e-02 4.043361e+01 displacement 1.148903e+02 4.610215e+00 1.538707e-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= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.566039e+05 4.898086e+01 0.000000e+00 energy 4.043361e+02 1.059195e-02 4.043361e+01 displacement 1.148903e+02 2.668711e-01 1.635013e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 4 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.566039e+05 3.445972e+00 0.000000e+00 energy 4.043361e+02 4.365925e-04 4.043361e+01 displacement 1.148903e+02 1.201789e-02 1.656529e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.010204e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.267915e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 5.82054 -12.604 15.8216 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.8216 5 0.323571 -11.9261 15.8216 Data Record #2 =========================================================================== Step = 11 Time = 0.55 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Forces 1 1.44225 20.1684 23.3093 2 -1.45024 -20.403 -23.5667 4 1.11022e-12 -1.97758e-12 0 5 -2.62377e-13 7.92769e-12 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 748.636 108.954 -140.716 2 -212.269 -17.8777 28.6698 4 3.5129e-27 1.97215e-27 9.93465e-13 5 0 0 3.3697e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -8.47846e-13 -5.9501e-12 0 2 0 0 0 3 -1.11022e-12 1.97758e-12 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117116e+06 7.934316e+07 0.000000e+00 energy 5.459736e+02 1.074629e+01 5.459736e+01 displacement 2.156087e+02 2.156087e+02 2.156087e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117116e+06 9.930711e+01 0.000000e+00 energy 5.459736e+02 9.582664e-02 5.459736e+01 displacement 2.156087e+02 1.702331e+00 2.422045e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117116e+06 7.170583e+00 0.000000e+00 energy 5.459736e+02 3.180127e-03 5.459736e+01 displacement 2.156087e+02 6.756199e-02 2.478906e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 4 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.117116e+06 1.598319e-01 0.000000e+00 energy 5.459736e+02 4.000360e-04 5.459736e+01 displacement 2.156087e+02 2.685398e-03 2.487860e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.545462e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.046974e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 5.82695 -12.5007 15.939 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.939 5 0.336211 -11.8236 15.939 Data Record #2 =========================================================================== Step = 12 Time = 0.6 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Forces 1 2.06494 29.8294 34.3377 2 -2.06979 -29.9148 -34.431 4 0 -2.04697e-12 0 5 -6.93889e-14 5.0307e-13 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 1100.92 162.512 -207.521 2 -305.061 -26.6598 41.6444 4 3.63616e-27 0 1.85201e-13 5 0 0 -8.64018e-12 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 6.93889e-14 1.5439e-12 0 2 0 0 0 3 0 2.04697e-12 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 1 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 7.935936e+07 0.000000e+00 energy 8.630767e+02 4.108417e+01 8.630767e+01 displacement 2.757886e+02 2.757886e+02 2.757886e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 2 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 3.969572e+04 0.000000e+00 energy 8.630767e+02 1.505846e+01 8.630767e+01 displacement 2.757886e+02 4.887888e+00 2.525054e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.497529 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 1.039546e+04 0.000000e+00 energy 8.630767e+02 1.108020e+00 8.630767e+01 displacement 2.757886e+02 1.046404e-01 2.583653e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 4 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 1.717788e+02 0.000000e+00 energy 8.630767e+02 5.409505e-02 8.630767e+01 displacement 2.757886e+02 1.280293e-01 2.646051e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 5 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 0.606216 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 5.967768e+01 0.000000e+00 energy 8.630767e+02 1.586733e-02 8.630767e+01 displacement 2.757886e+02 4.483341e-02 2.675682e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 6 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 2.451582e+01 0.000000e+00 energy 8.630767e+02 1.436343e-02 8.630767e+01 displacement 2.757886e+02 4.768537e-02 2.709079e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 7 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.658943e+06 4.794551e-01 0.000000e+00 energy 8.630767e+02 7.925340e-04 8.630767e+01 displacement 2.757886e+02 5.308519e-03 2.695642e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.125858e-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 : 1.789135e-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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 5.83337 -12.3975 16.0564 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.0564 5 0.348852 -11.7211 16.0564 Data Record #2 =========================================================================== Step = 13 Time = 0.65 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Forces 1 2.95729 43.8037 50.2546 2 -2.95779 -43.8092 -50.2608 4 -2.77556e-13 -2.11636e-12 1.77636e-11 5 -7.069e-13 -6.95624e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 1609.34 240.233 -304.258 2 -440.03 -39.6071 60.5763 4 -1.30327e-11 1.60717e-12 -1.21565e-14 5 0 0 -5.1169e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 9.84456e-13 9.0726e-12 0 2 0 0 0 3 2.77556e-13 2.11636e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.152953e+06 7.938021e+07 0.000000e+00 energy 1.180580e+03 3.165381e+01 1.180580e+02 displacement 2.588466e+02 2.588466e+02 2.588466e-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= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.152953e+06 1.758260e+03 0.000000e+00 energy 1.180580e+03 4.205744e-01 1.180580e+02 displacement 2.588466e+02 1.837603e+00 2.448330e-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= 0.7 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.570456 convergence norms : INITIAL CURRENT REQUIRED residual 2.152953e+06 7.989039e+02 0.000000e+00 energy 1.180580e+03 1.011647e-01 1.180580e+02 displacement 2.588466e+02 8.875774e-02 2.509851e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321109 4 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.152953e+06 6.769805e+01 0.000000e+00 energy 1.180580e+03 1.413271e-02 1.180580e+02 displacement 2.588466e+02 1.063232e-01 2.560974e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321109 5 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.152953e+06 3.068075e+01 0.000000e+00 energy 1.180580e+03 1.016492e-02 1.180580e+02 displacement 2.588466e+02 6.552021e-02 2.600852e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321109 6 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.152953e+06 1.445466e+00 0.000000e+00 energy 1.180580e+03 2.243317e-03 1.180580e+02 displacement 2.588466e+02 1.583032e-02 2.621188e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.667540e-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 : 1.796654e-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 : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 5.83978 -12.2942 16.1738 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.1738 5 0.361492 -11.6186 16.1738 Data Record #2 =========================================================================== Step = 14 Time = 0.7 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Forces 1 4.10488 61.8409 70.7784 2 -4.10577 -61.8524 -70.7918 4 -1.66533e-12 -2.11636e-12 -1.77636e-11 5 -2.36356e-13 -1.44502e-11 1.77636e-11 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 2265.18 341.444 -429.866 2 -614.471 -57.3133 85.8795 4 1.30327e-11 -1.60717e-12 -1.03033e-12 5 0 0 -9.35062e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 1.90169e-12 1.65666e-11 0 2 0 0 0 3 1.66533e-12 2.11636e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321109 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.561353e+06 7.937543e+07 0.000000e+00 energy 1.414907e+03 4.920151e+01 1.414907e+02 displacement 2.656708e+02 2.656708e+02 2.656708e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.561353e+06 1.317910e+04 0.000000e+00 energy 1.414907e+03 4.881158e+00 1.414907e+02 displacement 2.656708e+02 1.113567e+00 2.563905e-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= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.561353e+06 9.819776e+02 0.000000e+00 energy 1.414907e+03 9.551686e-01 1.414907e+02 displacement 2.656708e+02 1.797461e-01 2.644882e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 4 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.561353e+06 1.593310e+02 0.000000e+00 energy 1.414907e+03 1.611508e-01 1.414907e+02 displacement 2.656708e+02 4.669746e-02 2.612869e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 5 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.561353e+06 5.738425e+01 0.000000e+00 energy 1.414907e+03 2.078005e-02 1.414907e+02 displacement 2.656708e+02 1.296944e-02 2.624947e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.541529e-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 : 1.794814e-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 : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 5.84619 -12.1909 16.2912 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.2912 5 0.374133 -11.5161 16.2912 Data Record #2 =========================================================================== Step = 15 Time = 0.75 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Forces 1 5.40883 82.4876 94.237 2 -5.43231 -82.7267 -94.5234 4 -8.32667e-13 -2.42861e-12 -1.77636e-11 5 3.05745e-13 -3.08781e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 3015.3 458.053 -574.17 2 -815.775 -78.6748 115.898 4 1.30327e-11 -1.60717e-12 -3.91177e-13 5 0 0 -3.10631e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 5.26922e-13 5.51642e-12 0 2 0 0 0 3 8.32667e-13 2.42861e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.972758e+06 7.937802e+07 0.000000e+00 energy 1.697125e+03 3.401681e+01 1.697125e+02 displacement 2.544750e+02 2.544750e+02 2.544750e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.972758e+06 5.661289e+03 0.000000e+00 energy 1.697125e+03 6.187504e+00 1.697125e+02 displacement 2.544750e+02 2.188477e+00 2.500728e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321037 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.601997 convergence norms : INITIAL CURRENT REQUIRED residual 2.972758e+06 1.064281e+03 0.000000e+00 energy 1.697125e+03 1.852152e-02 1.697125e+02 displacement 2.544750e+02 3.106600e-01 2.521596e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 4 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.972758e+06 6.390721e+00 0.000000e+00 energy 1.697125e+03 5.931050e-03 1.697125e+02 displacement 2.544750e+02 1.001286e-01 2.522452e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 5 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.972758e+06 2.817458e+01 0.000000e+00 energy 1.697125e+03 1.041993e-02 1.697125e+02 displacement 2.544750e+02 1.071522e-01 2.539259e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 6 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.972758e+06 1.486300e+00 0.000000e+00 energy 1.697125e+03 3.443823e-03 1.697125e+02 displacement 2.544750e+02 2.395716e-02 2.544946e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.309033e-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 : 1.796252e-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 : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 5.85261 -12.0877 16.4086 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.4086 5 0.386774 -11.4136 16.4086 Data Record #2 =========================================================================== Step = 16 Time = 0.8 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Forces 1 6.84661 105.653 120.559 2 -6.89306 -105.847 -120.793 4 -8.32667e-13 -2.5327e-12 1.77636e-11 5 -6.1149e-13 -1.04777e-11 -1.77636e-11 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 3857.45 588.783 -735.313 2 -1038.86 -102.662 149.384 4 -1.30327e-11 1.60717e-12 -3.8176e-13 5 0 0 -7.34004e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.44416e-12 1.30104e-11 0 2 0 0 0 3 8.32667e-13 2.5327e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 7.936143e+07 0.000000e+00 energy 1.908124e+03 3.533678e+01 1.908124e+02 displacement 2.550491e+02 2.550491e+02 2.550491e-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= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 2.360053e+05 0.000000e+00 energy 1.908124e+03 8.802772e+01 1.908124e+02 displacement 2.550491e+02 7.306825e-01 2.546318e-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= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 1.221679e+05 0.000000e+00 energy 1.908124e+03 5.060455e+01 1.908124e+02 displacement 2.550491e+02 1.320394e+00 2.370570e-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= 0.85 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.490939 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 4.472889e+04 0.000000e+00 energy 1.908124e+03 2.662439e+00 1.908124e+02 displacement 2.550491e+02 6.518080e-01 2.410241e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 5 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 1.391411e+04 0.000000e+00 energy 1.908124e+03 8.034432e+00 1.908124e+02 displacement 2.550491e+02 1.297291e+00 2.510236e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320749 6 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 0.521555 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 3.749690e+03 0.000000e+00 energy 1.908124e+03 4.330014e-01 1.908124e+02 displacement 2.550491e+02 1.947817e-01 2.518699e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 7 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 7 step from line search = 0.365546 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 1.554092e+03 0.000000e+00 energy 1.908124e+03 2.594224e-01 1.908124e+02 displacement 2.550491e+02 5.361211e-02 2.531621e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 8 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 2.968488e+02 0.000000e+00 energy 1.908124e+03 2.778845e-01 1.908124e+02 displacement 2.550491e+02 1.931135e-01 2.557940e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 9 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 9 step from line search = 0.314200 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 1.659561e+02 0.000000e+00 energy 1.908124e+03 2.642930e-02 1.908124e+02 displacement 2.550491e+02 3.184640e-02 2.555967e-02 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 10 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 10 step from line search = 0.439816 convergence norms : INITIAL CURRENT REQUIRED residual 3.324582e+06 5.517675e+01 0.000000e+00 energy 1.908124e+03 3.293726e-02 1.908124e+02 displacement 2.550491e+02 2.449358e-02 2.556940e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.042457e-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 : 10 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 5.85902 -11.9844 16.526 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.526 5 0.399414 -11.3111 16.526 Data Record #2 =========================================================================== Step = 17 Time = 0.85 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Forces 1 8.64347 130.386 148.73 2 -8.44819 -130.521 -148.805 4 -2.77556e-13 -2.77556e-12 -1.77636e-11 5 7.58942e-14 -2.60209e-13 1.77636e-11 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 4758.54 729.125 -916.536 2 -1277.41 -127.98 184.897 4 1.30327e-11 -1.60717e-12 4.74845e-14 5 0 0 -1.70339e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 2.01662e-13 3.03577e-12 0 2 0 0 0 3 2.77556e-13 2.77556e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.306849e+06 7.936225e+07 0.000000e+00 energy 2.329743e+03 2.044107e+01 2.329743e+02 displacement 2.522646e+02 2.522646e+02 2.522646e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320857 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.306849e+06 7.285647e+03 0.000000e+00 energy 2.329743e+03 4.600571e+00 2.329743e+02 displacement 2.522646e+02 1.408092e+00 2.338239e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.306849e+06 2.516310e+03 0.000000e+00 energy 2.329743e+03 1.187529e+00 2.329743e+02 displacement 2.522646e+02 5.682434e-01 2.480019e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 4 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.292108 convergence norms : INITIAL CURRENT REQUIRED residual 4.306849e+06 1.379822e+03 0.000000e+00 energy 2.329743e+03 4.018796e-02 2.329743e+02 displacement 2.522646e+02 1.317036e-02 2.486395e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.033357e-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 : 1.801525e-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 : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 5.86543 -11.8811 16.6435 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.6435 5 0.412055 -11.2086 16.6435 Data Record #2 =========================================================================== Step = 18 Time = 0.9 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Forces 1 10.0695 155.508 177.183 2 -10.0892 -156.678 -178.476 4 -5.55112e-13 1.48145e-11 1.77636e-11 5 1.59378e-12 9.90527e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 5670.97 873.983 -1089.63 2 -1530.89 -154.569 222.33 4 -1.30327e-11 1.60717e-12 -1.40456e-13 5 0 0 3.94277e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -1.03867e-12 -6.95624e-12 0 2 0 1.77636e-11 0 3 5.55112e-13 2.94903e-12 -1.77636e-11 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.186125e+06 7.937557e+07 0.000000e+00 energy 2.603178e+03 1.760686e+01 2.603178e+02 displacement 2.378590e+02 2.378590e+02 2.378590e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321433 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.186125e+06 3.204715e+03 0.000000e+00 energy 2.603178e+03 2.122429e+00 2.603178e+02 displacement 2.378590e+02 5.642541e-01 2.407581e-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= 0.95 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.186125e+06 1.943579e+03 0.000000e+00 energy 2.603178e+03 7.346152e-01 2.603178e+02 displacement 2.378590e+02 1.130193e-01 2.435954e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 4 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.186125e+06 3.922981e+01 0.000000e+00 energy 2.603178e+03 1.401292e-02 2.603178e+02 displacement 2.378590e+02 1.811373e-02 2.448579e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.522752e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.805020e-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 : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 5.87184 -11.7778 16.7609 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.7609 5 0.424695 -11.1061 16.7609 Data Record #2 =========================================================================== Step = 19 Time = 0.95 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Forces 1 11.6047 183.529 209.029 2 -11.7862 -183.93 -209.371 4 2.77556e-13 -3.19189e-12 -1.77636e-11 5 -1.51788e-13 2.65413e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 6693.76 1032.02 -1277.65 2 -1795.65 -181.822 260.885 4 1.30327e-11 -1.60717e-12 4.92424e-13 5 0 0 -2.9066e-12 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -1.25767e-13 5.37764e-13 0 2 0 0 0 3 -2.77556e-13 3.19189e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.298537e+06 7.935392e+07 0.000000e+00 energy 2.683860e+03 1.257506e+01 2.683860e+02 displacement 2.426863e+02 2.426863e+02 2.426863e-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= 1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.298537e+06 5.171596e+02 0.000000e+00 energy 2.683860e+03 2.040578e-01 2.683860e+02 displacement 2.426863e+02 4.572097e-01 2.410672e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321253 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 0.263530 convergence norms : INITIAL CURRENT REQUIRED residual 5.298537e+06 4.964366e+02 0.000000e+00 energy 2.683860e+03 1.732802e-02 2.683860e+02 displacement 2.426863e+02 5.350553e-03 2.422735e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.021742e-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 : 1.808168e-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 = 20 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 = 20 Time = 1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 13.4871 211.485 240.582 2 -13.5198 -211.954 -241.105 4 8.32667e-13 -3.36536e-12 -1.77636e-11 5 -9.34582e-13 -3.62557e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 7707.83 1189.4 -1477.78 2 -2067.98 -209.86 300.492 4 1.30327e-11 -1.60717e-12 5.08119e-13 5 0 0 -3.93588e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 6.57027e-13 6.99094e-12 0 2 5.55112e-13 0 0 3 -2.77556e-13 3.36536e-12 1.77636e-11 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 82 Average number of equilibrium iterations .......... : 4.1 Total number of right hand evaluations ............ : 114 Total number of stiffness reformations ............ : 82 Time in linear solver: 0:00:51 Elapsed time : 0:01:43 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:43 (103 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:06 (6 sec) evaluating stiffness ......... : 0:00:17 (17 sec) evaluating residual .......... : 0:00:02 (2 sec) model update ................. : 0:00:26 (26 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:51 (51 sec) Total elapsed time .............. : 0:01:43 (103 sec) N O R M A L T E R M I N A T I O N