=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 9 . 1 --- http://febio.org FEBio is a registered trademark. copyright (c) 2006-2019 - All rights reserved =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_tension.feb Plot file : FeBio_custom_tension.xplt Log file : FeBio_custom_tension.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 69108 Number of solid elements ....................... : 101035 Number of shell elements ....................... : 96306 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 =========================================================================== symmetric_stiffness ............................... : false 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 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-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -2.66,17.5,6.47 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,-15.35 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 1.95 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 535.039 lam_max ........................................... : 1.046 mat_axis: (type: vector) vector .......................................... : -0.2522,0.53745,0.804701 a ............................................... : -0.2522,0.53745,0.804701 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,6.47 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.682434,17.2745,6.47 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -2.66, 17.5, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0.385, 12.8662, -15.35 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 0.385, 12.8662, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : 0.682434, 17.2745, 6.47 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 =========================================================================== 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2369142 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 2.524364e+007 1.171093e-002 0.000000e+000 energy 4.843405e+002 4.380830e-002 4.843405e+001 displacement 2.120574e+002 2.120574e+002 2.120574e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368458 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 2.524364e+007 1.244055e-007 0.000000e+000 energy 4.843405e+002 1.639142e-006 4.843405e+001 displacement 2.120574e+002 2.118415e-002 2.094835e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.908381e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.371234e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.69783 17.5806 6.59071 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.59071 5 0.687678 17.3522 6.59071 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 -1.04515 1.63139 2.51118 2 1.045 -1.63149 -2.51113 4 4.33681e-013 -5.47522e-014 0 5 -8.89046e-014 4.95101e-012 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -64.6043 13.8312 -36.2284 2 88.5574 1.35726 36.3271 4 -4.86297e-029 -3.85186e-028 -1.92807e-012 5 0 0 -1.64432e-011 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 3.44776e-013 4.89626e-012 0 2 0 0 0 3 4.33681e-013 -5.47522e-014 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368494 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 2.524361e+007 2.271856e-002 0.000000e+000 energy 4.842463e+002 4.912196e-002 4.842463e+001 displacement 2.073102e+002 2.073102e+002 2.073102e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368386 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 2.524361e+007 3.135023e-005 0.000000e+000 energy 4.842463e+002 3.245760e-005 4.842463e+001 displacement 2.073102e+002 8.179168e-002 2.028599e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.816762e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.742469e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.73566 17.6612 6.71141 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.71141 5 0.692921 17.4299 6.71141 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 -2.2496 3.49439 5.41244 2 2.25116 -3.4965 -5.41724 4 8.67362e-013 -1.09504e-013 0 5 -1.77809e-013 9.90202e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -139.794 30.0251 -78.1873 2 191.101 2.70291 78.3673 4 -9.72595e-029 -7.70372e-028 -3.85614e-012 5 0 0 -3.28863e-011 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 6.89553e-013 9.79251e-012 0 2 0 0 0 3 8.67362e-013 -1.09504e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2368386 1 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524356e+007 7.999841e-002 0.000000e+000 energy 4.839850e+002 8.755895e-002 4.839850e+001 displacement 1.976518e+002 1.976518e+002 1.976518e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367918 2 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524356e+007 1.987142e-004 0.000000e+000 energy 4.839850e+002 1.132842e-004 4.839850e+001 displacement 1.976518e+002 1.316856e-001 1.919654e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.502501e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.294230e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.77349 17.7419 6.83212 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.83212 5 0.698164 17.5076 6.83212 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 -3.72759 5.81662 9.07841 2 3.73552 -5.82837 -9.10094 4 1.2837e-012 -1.64799e-013 0 5 -2.29851e-013 1.51528e-011 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -235.418 50.2108 -129.941 2 320.961 3.76861 130.428 4 -1.46371e-028 -1.14015e-027 -5.70791e-012 5 0 0 -5.03341e-011 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 1.05384e-012 1.4988e-011 0 2 0 0 0 3 1.2837e-012 -1.64799e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367918 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 2.524351e+007 1.358893e-001 0.000000e+000 energy 4.840232e+002 1.214094e-001 4.840232e+001 displacement 1.860903e+002 1.860903e+002 1.860903e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367702 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 2.524351e+007 1.954744e-004 0.000000e+000 energy 4.840232e+002 9.108466e-005 4.840232e+001 displacement 1.860903e+002 1.045420e-001 1.809474e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.552254e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.617898e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.81132 17.8225 6.95282 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.95282 5 0.703408 17.5853 6.95282 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 -5.66935 8.91593 14.0293 2 5.67386 -8.92132 -14.0384 4 -6.59195e-013 -5.85469e-014 0 5 -3.28513e-013 -1.54325e-011 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -365.078 77.4486 -198.389 2 494.708 4.16261 198.938 4 -5.20001e-029 5.85483e-028 2.8885e-012 5 0 0 5.20007e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -9.87708e-013 -1.54911e-011 0 2 0 0 0 3 -6.59195e-013 -5.85469e-014 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367702 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 2.524346e+007 2.446874e-001 0.000000e+000 energy 4.852629e+002 1.398644e-001 4.852629e+001 displacement 1.761043e+002 1.761043e+002 1.761043e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367666 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 2.524346e+007 1.433563e-004 0.000000e+000 energy 4.852629e+002 7.309671e-005 4.852629e+001 displacement 1.761043e+002 6.336672e-002 1.723371e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.030578e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.353647e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.84915 17.9031 7.07353 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.07353 5 0.708651 17.663 7.07353 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 -8.33529 13.2405 20.9795 2 8.33814 -13.2428 -20.9812 4 -1.35308e-012 -3.90313e-014 0 5 7.29668e-013 -1.02479e-011 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -547.192 116.205 -293.12 2 738.454 2.88896 294.027 4 -3.46667e-029 1.20178e-027 5.95317e-012 5 0 0 3.45239e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -6.23416e-013 -1.02869e-011 0 2 0 0 0 3 -1.35308e-012 -3.90313e-014 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2367558 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 2.524357e+007 5.767370e-001 0.000000e+000 energy 4.894955e+002 2.032357e-001 4.894955e+001 displacement 1.688862e+002 1.688862e+002 1.688862e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366946 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 2.524357e+007 3.303112e-004 0.000000e+000 energy 4.894955e+002 1.184629e-004 4.894955e+001 displacement 1.688862e+002 6.090697e-002 1.660578e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.384801e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.070879e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.88698 17.9837 7.19423 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.19423 5 0.713894 17.7407 7.19423 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 -12.0467 19.3822 30.8488 2 12.0495 -19.3837 -30.8454 4 -9.02056e-013 -9.54098e-014 0 5 6.245e-013 -5.28223e-012 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -805.155 172.324 -426.101 2 1084.07 -1.61947 427.925 4 -8.47409e-029 8.01187e-028 3.94814e-012 5 0 0 1.8037e-011 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -2.77556e-013 -5.37764e-012 0 2 0 0 0 3 -9.02056e-013 -9.54098e-014 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366946 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 2.524385e+007 1.208081e+000 0.000000e+000 energy 4.956591e+002 2.770407e-001 4.956591e+001 displacement 1.634542e+002 1.634542e+002 1.634542e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366622 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 2.524385e+007 1.155743e-003 0.000000e+000 energy 4.956591e+002 2.787886e-004 4.956591e+001 displacement 1.634542e+002 6.760838e-002 1.611227e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366622 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 2.524385e+007 1.898204e-008 0.000000e+000 energy 4.956591e+002 1.748972e-008 4.956591e+001 displacement 1.634542e+002 2.364191e-005 1.611098e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.992710e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.301738e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.92481 18.0643 7.31494 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.31494 5 0.719138 17.8185 7.31494 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 -17.1174 27.9742 44.5786 2 17.1174 -27.9742 -44.5786 4 4.85723e-013 -2.12504e-013 0 5 -4.40186e-013 -5.85469e-013 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -1162.4 251.693 -609.072 2 1564.7 -11.2752 612.684 4 -1.88741e-028 -4.31408e-028 -2.20441e-012 5 0 0 2.6569e-012 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 4.55365e-014 -7.97973e-013 0 2 0 0 0 3 4.85723e-013 -2.12504e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366622 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524438e+007 1.721394e+000 0.000000e+000 energy 5.027395e+002 2.704883e-001 5.027395e+001 displacement 1.589251e+002 1.589251e+002 1.589251e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366190 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524438e+007 2.146571e-003 0.000000e+000 energy 5.027395e+002 3.687117e-004 5.027395e+001 displacement 1.589251e+002 6.747534e-002 1.571231e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366226 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524438e+007 1.290817e-007 0.000000e+000 energy 5.027395e+002 3.865019e-008 5.027395e+001 displacement 1.589251e+002 1.895860e-005 1.571168e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.737941e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.412773e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -2.96264 18.1449 7.43564 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.43564 5 0.724381 17.8962 7.43564 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 -23.6928 39.4239 62.6835 2 23.6928 -39.4239 -62.6835 4 3.46945e-013 -2.68882e-013 0 5 -4.72712e-013 4.98733e-012 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -1630.94 356.919 -847.412 2 2198.35 -26.9046 854.321 4 -2.38815e-028 -8.01187e-028 -4.05649e-012 5 0 0 -1.58679e-011 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 4.29344e-013 4.71845e-012 0 2 5.55112e-013 0 0 3 9.02056e-013 -2.68882e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366226 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524531e+007 1.882023e+000 0.000000e+000 energy 5.118233e+002 2.305597e-001 5.118233e+001 displacement 1.554516e+002 1.554516e+002 1.554516e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365722 2 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524531e+007 1.608193e-003 0.000000e+000 energy 5.118233e+002 2.937798e-004 5.118233e+001 displacement 1.554516e+002 4.842668e-002 1.540500e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365722 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524531e+007 6.207447e-009 0.000000e+000 energy 5.118233e+002 1.273050e-008 5.118233e+001 displacement 1.554516e+002 1.099844e-005 1.540431e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.607088e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.231723e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -3.00047 18.2256 7.55635 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.55635 5 0.729624 17.9739 7.55635 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 -31.6612 53.646 84.9101 2 31.6612 -53.6461 -84.9101 4 -3.46945e-013 -2.47198e-013 0 5 5.68122e-013 9.82287e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -2203.78 484.54 -1136.23 2 2977.55 -46.7573 1148.16 4 -2.19556e-028 -1.84889e-028 -9.91183e-013 5 0 0 -3.21811e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 7.76289e-013 9.57567e-012 0 2 5.55112e-013 0 0 3 2.08167e-013 -2.47198e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365722 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524636e+007 1.703139e+000 0.000000e+000 energy 5.200186e+002 1.451395e-001 5.200186e+001 displacement 1.530578e+002 1.530578e+002 1.530578e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365578 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524636e+007 1.313641e-003 0.000000e+000 energy 5.200186e+002 2.549680e-004 5.200186e+001 displacement 1.530578e+002 3.979597e-002 1.530233e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365578 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.524636e+007 9.970834e-009 0.000000e+000 energy 5.200186e+002 1.563115e-008 5.200186e+001 displacement 1.530578e+002 5.998126e-006 1.530194e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.092443e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.900256e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -3.0383 18.3062 7.67705 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.67705 5 0.734868 18.0516 7.67705 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 -40.7466 70.2029 110.534 2 40.7466 -70.203 -110.534 4 -1.31839e-012 -2.0383e-013 0 5 -5.0307e-013 -2.06822e-011 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -2862.77 628.008 -1464.45 2 3878.03 -68.1256 1483.12 4 -1.81037e-028 6.77927e-028 3.30412e-012 5 0 0 7.00959e-011 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -1.26635e-012 -2.08861e-011 0 2 5.55112e-013 0 0 3 -7.63278e-013 -2.0383e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365578 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 2.524727e+007 1.393592e+000 0.000000e+000 energy 5.285632e+002 3.424105e-002 5.285632e+001 displacement 1.536070e+002 1.536070e+002 1.536070e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366046 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 2.524727e+007 9.462867e-004 0.000000e+000 energy 5.285632e+002 2.333818e-004 5.285632e+001 displacement 1.536070e+002 4.568263e-002 1.554421e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.605544e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.310927e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -3.07613 18.3868 7.79776 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.79776 5 0.740111 18.1293 7.79776 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 -50.6642 88.7184 138.943 2 50.7084 -88.7155 -138.92 4 -3.46945e-013 -2.55872e-013 0 5 -5.76796e-013 -1.5773e-011 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -3592.25 782.085 -1821.5 2 4877.56 -89.1494 1849.53 4 -2.2726e-028 3.08149e-028 1.45332e-012 5 0 0 5.37837e-011 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -9.2374e-013 -1.60288e-011 0 2 0 0 0 3 -3.46945e-013 -2.55872e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2366082 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 2.524838e+007 1.506258e+000 0.000000e+000 energy 5.410016e+002 1.431413e-001 5.410016e+001 displacement 1.579118e+002 1.579118e+002 1.579118e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365686 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 2.524838e+007 1.134938e-003 0.000000e+000 energy 5.410016e+002 2.406269e-004 5.410016e+001 displacement 1.579118e+002 5.527289e-002 1.611663e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365650 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 2.524838e+007 9.438515e-008 0.000000e+000 energy 5.410016e+002 1.648620e-008 5.410016e+001 displacement 1.579118e+002 6.468816e-006 1.612050e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.104791e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.992745e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -3.11396 18.4674 7.91846 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.91846 5 0.745354 18.207 7.91846 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 -61.354 108.725 169.524 2 61.354 -108.725 -169.524 4 -9.71445e-013 -2.34188e-013 0 5 3.9465e-013 -1.07987e-011 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -4376.87 943.282 -2203.14 2 5957.2 -108.826 2239.91 4 -2.08e-028 8.62817e-028 4.21275e-012 5 0 0 3.70066e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -5.76796e-013 -1.10328e-011 0 2 0 0 0 3 -9.71445e-013 -2.34188e-013 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365650 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 2.524970e+007 1.041822e+000 0.000000e+000 energy 5.566127e+002 1.732518e-001 5.566127e+001 displacement 1.645337e+002 1.645337e+002 1.645337e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365686 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 2.524970e+007 7.810960e-004 0.000000e+000 energy 5.566127e+002 1.745577e-004 5.566127e+001 displacement 1.645337e+002 2.859442e-002 1.673553e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.901887e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.777597e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -3.15179 18.548 8.03917 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.03917 5 0.750598 18.2847 8.03917 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 -72.344 129.701 201.431 2 72.3704 -129.693 -201.418 4 0 -3.64292e-013 -1.77636e-011 5 -7.67615e-013 -5.53377e-012 1.77636e-011 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -5195.16 1107.24 -2594.74 2 7083.47 -126.931 2642.83 4 -7.83068e-011 5.2835e-012 -2.55544e-012 5 0 0 1.97618e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -2.12504e-013 -5.89806e-012 0 2 5.55112e-013 0 0 3 5.55112e-013 -3.64292e-013 -1.77636e-011 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365686 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 2.525096e+007 6.349262e-001 0.000000e+000 energy 5.699475e+002 1.884400e-001 5.699475e+001 displacement 1.699877e+002 1.699877e+002 1.699877e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365398 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 2.525096e+007 5.109577e-004 0.000000e+000 energy 5.699475e+002 8.987137e-005 5.699475e+001 displacement 1.699877e+002 1.402498e-002 1.721058e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.102972e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.776750e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -3.18962 18.6286 8.15987 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.15987 5 0.755841 18.3624 8.15987 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 -83.5031 151.035 233.854 2 83.5235 -151.022 -233.84 4 -6.93889e-013 -3.46945e-013 -1.77636e-011 5 2.90566e-013 -3.46945e-013 1.77636e-011 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -6027 1271.45 -2991.08 2 8229.53 -143.686 3050.08 4 -7.83068e-011 5.2835e-012 5.08578e-013 5 0 0 2.28505e-012 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 1.51788e-013 -6.93889e-013 0 2 5.55112e-013 0 0 3 -1.38778e-013 -3.46945e-013 -1.77636e-011 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365326 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 2.525222e+007 3.950668e-001 0.000000e+000 energy 5.824445e+002 1.263601e-001 5.824445e+001 displacement 1.740802e+002 1.740802e+002 1.740802e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365218 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 2.525222e+007 2.069077e-004 0.000000e+000 energy 5.824445e+002 3.318840e-005 5.824445e+001 displacement 1.740802e+002 6.470524e-003 1.755751e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.470779e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.777041e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -3.22745 18.7093 8.28058 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.28058 5 0.761084 18.4401 8.28058 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 -94.679 172.462 266.394 2 94.6891 -172.458 -266.389 4 -2.77556e-013 -4.0766e-013 -1.77636e-011 5 2.38524e-013 4.84855e-012 1.77636e-011 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -6862.22 1434.58 -3387.35 2 9380.77 -159.324 3457.3 4 -7.83068e-011 5.2835e-012 -1.3448e-012 5 0 0 -1.49598e-011 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 5.1608e-013 4.44089e-012 0 2 5.55112e-013 0 0 3 2.77556e-013 -4.0766e-013 -1.77636e-011 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2365218 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 2.525311e+007 2.349905e-001 0.000000e+000 energy 5.913866e+002 1.078399e-001 5.913866e+001 displacement 1.769204e+002 1.769204e+002 1.769204e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364822 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 2.525311e+007 7.392526e-005 0.000000e+000 energy 5.913866e+002 1.127911e-005 5.913866e+001 displacement 1.769204e+002 3.077907e-003 1.779723e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.754262e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.778306e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -3.26528 18.7899 8.40128 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.40128 5 0.766327 18.5179 8.40128 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 -105.79 193.833 298.823 2 105.795 -193.83 -298.819 4 1.38778e-013 -4.59702e-013 -1.77636e-011 5 1.86483e-013 1.01742e-011 1.77636e-011 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -7694.93 1596.08 -3781.07 2 10528.4 -174.07 3862.02 4 -7.83068e-011 5.2835e-012 -3.19559e-012 5 0 0 -3.26685e-011 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 8.80372e-013 9.71445e-012 0 2 5.55112e-013 0 0 3 6.93889e-013 -4.59702e-013 -1.77636e-011 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364750 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 2.525389e+007 1.364399e-001 0.000000e+000 energy 5.990608e+002 8.452491e-002 5.990608e+001 displacement 1.788986e+002 1.788986e+002 1.788986e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364498 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 2.525389e+007 3.265561e-005 0.000000e+000 energy 5.990608e+002 5.276273e-006 5.990608e+001 displacement 1.788986e+002 1.592961e-003 1.796649e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.524849e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.780558e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -3.30311 18.8705 8.52199 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.52199 5 0.771571 18.5956 8.52199 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 -116.801 215.053 331.004 2 116.804 -215.051 -331.001 4 5.55112e-013 -5.11743e-013 -1.77636e-011 5 1.51788e-013 1.57079e-011 1.77636e-011 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -8521.53 1755.64 -4171.05 2 11667.7 -188.059 4262.91 4 -7.83068e-011 5.2835e-012 -5.04638e-012 5 0 0 -5.10768e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 1.26201e-012 1.51962e-011 0 2 5.55112e-013 0 0 3 1.11022e-012 -5.11743e-013 -1.77636e-011 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364498 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 2.525445e+007 8.795923e-002 0.000000e+000 energy 6.049562e+002 7.634574e-002 6.049562e+001 displacement 1.803595e+002 1.803595e+002 1.803595e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364066 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 2.525445e+007 1.165680e-005 0.000000e+000 energy 6.049562e+002 2.310449e-006 6.049562e+001 displacement 1.803595e+002 1.035422e-003 1.809759e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.500699e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.271038e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -3.34094 18.9511 8.64269 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.64269 5 0.776814 18.6733 8.64269 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 -127.693 236.073 362.867 2 127.695 -236.072 -362.866 4 -1.38778e-012 -4.0766e-013 0 5 7.80626e-014 -1.45804e-011 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -9340.19 1913.12 -4556.71 2 12796.1 -201.376 4659.33 4 -3.62075e-028 7.39557e-028 3.54938e-012 5 0 0 5.02666e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -7.54605e-013 -1.4988e-011 0 2 5.55112e-013 0 0 3 -8.32667e-013 -4.0766e-013 0 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364210 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 2.525515e+007 5.773055e-002 0.000000e+000 energy 6.105999e+002 6.529735e-002 6.105999e+001 displacement 1.815597e+002 1.815597e+002 1.815597e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2364066 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 2.525515e+007 6.494756e-006 0.000000e+000 energy 6.105999e+002 1.122524e-006 6.105999e+001 displacement 1.815597e+002 7.300230e-004 1.820737e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.791623e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.202091e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -3.37877 19.0317 8.7634 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.7634 5 0.782057 18.751 8.7634 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 -138.459 256.871 394.381 2 138.46 -256.871 -394.38 4 -9.71445e-013 -4.59702e-013 0 5 2.60209e-014 -9.32414e-012 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -10150.1 2068.46 -4937.79 2 13912.5 -214.081 5050.93 4 -4.08297e-028 3.69779e-028 1.69858e-012 5 0 0 3.27899e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -3.90313e-013 -9.78384e-012 0 2 5.55112e-013 0 0 3 -4.16334e-013 -4.59702e-013 0 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 ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2363922 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 2.525573e+007 3.967032e-002 0.000000e+000 energy 6.153063e+002 5.728123e-002 6.153063e+001 displacement 1.825670e+002 1.825670e+002 1.825670e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 56034 Nr of nonzeroes in stiffness matrix ....... : 2363886 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 2.525573e+007 3.440805e-006 0.000000e+000 energy 6.153063e+002 6.151806e-007 6.153063e+001 displacement 1.825670e+002 5.674953e-004 1.830167e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.857460e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.777123e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -3.4166 19.1123 8.8841 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.8841 5 0.787301 18.8287 8.8841 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 -149.091 277.435 425.525 2 149.092 -277.435 -425.524 4 -6.93889e-013 -5.0307e-013 1.77636e-011 5 9.1073e-014 -4.35416e-012 -1.77636e-011 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -10950.6 2221.64 -5314.11 2 15016.1 -226.212 5437.57 4 7.83068e-011 -5.2835e-012 4.62141e-013 5 0 0 1.62457e-011 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -4.77049e-014 -4.85723e-012 0 2 5.55112e-013 0 0 3 -1.38778e-013 -5.0307e-013 1.77636e-011 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 ............ : 45 Average number of equilibrium iterations .......... : 2.25 Total number of right hand evaluations ............ : 65 Total number of stiffness reformations ............ : 45 Time in linear solver: 0:02:12 Elapsed time : 0:05:50 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:02 (1.978 sec) Initialization time ............. : 0:00:00 (0.129 sec) Solve time ...................... : 0:05:50 (350.155 sec) IO-time (plot, dmp, data) .... : 0:00:02 (2.122 sec) reforming stiffness .......... : 0:00:28 (27.508 sec) evaluating stiffness ......... : 0:00:38 (38.462 sec) evaluating residual .......... : 0:00:04 (3.998 sec) model update ................. : 0:02:24 (143.545 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:02:12 (131.944 sec) Total elapsed time .............. : 0:05:52 (352.262 sec) N O R M A L T E R M I N A T I O N